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Questions related to ANSYS
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The frictional stress for coulomb frictional model is defined as
sum of cohesion parameter and mu*contact pressure.
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please dear Ankush Pratap Singh , did you find an answer to this?
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I wanna get isotherms and streamlines contours at differents instances, so how to do this in post processing of the ansys fluent.
thanks in advance.
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good morning Mr. Jafar Behtarinik
Thank you for your feedback....i will try this.
thank you again.
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Anyone working on ANSYS Fluent, i need some guidance about troubleshoot problems in ANSYS fluent. Recommend me any best book, or other theory guide about technical issues or troubleshoot solution in Ansys Fluent. Thanks
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Farnaz Hosseini i already try k-epsilon, PISO method, pressure based solver
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Dear community, I need your support about my simulation.
I want to analyse the contact between a rolling wheel and rail as it is shown in the picture using ANSYS APDL but my results are not as was expected like specially the repartition of the stick and slip zones which is given in APDL by contact status. i don't know why there is no stick zone in the contact patch? the contact status indicates always that the wheel is in sliding status even when the wheel is not moving. Please let me know if you have any suggestions or corrections to my issue 🙏🏻🙏🏻🙏🏻.
To simulate the rolling motion of a loaded wheel, I defined three steps:
-step1: the bottom side of the rail is fixed
-step2: the contact is established by moving down the wheel by 0.006m
- step3: the load (FZ=-75000N) is applied to the pilot node
- step4 : translation velocity (Vx=50km/h) and angular velocity (Omgy)and are applied at the pilot node.
Here is the code corresponding to these load steps:
/SOLU
ANTYPE,4
nlgeom,on
TRNOPT,FULL,,,,,NMK
TINTP,HISP!GAMMA = 0.005
KBC,0
RESCONTROL,,NONE,None
autots,off
OUTRES,ALL,ALL
!First load step: Rim-mounting
Time,0.001
DELTIM,dt,dt,dt
TIMINT,off
! Constrain the rail base
asel,s,area,,42
da,all,all
Allsel,all
Solve
!Second load step: Establish the Contact Between the wheel and the Rail
Time,0.002
DELTIM,dt,dt,dt
TIMINT,off
!fix the pilot node in all directions
D,NODENUMBER+1,all
! Move the wheel toward the rail
D,NODENUMBER+1,uz,-0.006
Allsel
Solve
!Third load step: Applying a Vehicle Load to the 3D rail Model
Time,0.002+tfch
DELTIM,dt,dt,dt
TIMINT,off
!Delete the previously applied displacement loading
ddel,NODENUMBER+1 ,uz,,,on
!Apply the vehicle load on the pilot node
f,NODENUMBER+1 ,FZ,-Cn
Allsel
Solve
!step2 rolling
!inserting speed values
Time,0.002+tfacc
DELTIM,dt,dt,dt
TIMINT,on
D,NODENUMBER+1,omgy,Wr
D,NODENUMBER+1,velx,V
Allsel
SOLVE
!pick up solution stage d=115mm
Time,0.002+tfres
DELTIM,dt,dt,dt
TIMINT,on
Allsel
SOLVE
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thanks to you dear sir Nils Wagner .
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Hello, I use ANSYS explicit dynamics to simulate something and after running the simulation, I get this error message. How can we solve it?
Thank you!
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It was the commercial 18.2 that had the error. Thanks
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Hi Friends,
In some fluent simulation probelm, after run the iteration, iteration is moving for certain iteration(in my case 88th iteration) and then stops but loading , why it happened. Even if i stop, it is in same and not able to close. i could close through atrl+alt+del. Why ? anybody face this problem..?
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You are welcome sir
I'm available for any collaborative workflow
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In most common turbulence model studies, when considering Reynolds stresses the components of auto-correlation, <u'2>, <v'2>, <w'2> and components of cross-correlation <u'v'> are considered.
In the research studies of pipe or channel flow only <u'v'> component is taken for the investigation and given importance.
<u'w'> and <v'w'> is commonly not seen in studying parameters, why? is this solely due to magnitude negligibly of w'??
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Maojin Gong This AI response is not false as it could be sufficient for a reader Lamda. However, it is not scientifically accurate as we are on a research thread. Furthermore, it does not display the mentioned references...
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ANSYS FLUENT - I need to generate variable wind speeds with rapid changes in velocity.
How to add winds in ANSYS to simulate a hurricane?
Or how to get a variable wind speed and direction input?
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Use wind tunnel, could find in mechanical engineering laboratory …..
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Hello everyone
I wanna calculate the nusselt number in ansys fluent for a triple pipe geometry, and i'm not sure about the right way to do that.
I f someone know the correct steps to do.
Thanks in advance.
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Farnaz Hosseini thank you madame for your interaction
This is what i thought too, can you describe the steps to calculate the parameters needed to calculate the nusselt.
There's two temperatures: the wall temperature and the mean(or mixing) temperature, i wanna make sure what i did is correct(i used the report definitions option to do this).
There's something confusing me: to calculate the nusselt number we need the heat flux exchanged betweeen the wall and the fluid can you tell me how to calculate it in fluent cuz i'm not sure about what i did.
Thank you again for your feedback madame.
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What should be the Capillary Number obtained for water flow inside a silicone microchannel so that we can ignore the Capillary Effect in this study?
My study investigated forced flow with Reynolds numbers between 125 and 1300.
If our criterion for the capillary number is 1, and we consider the capillary effect non-negligible for low values of 1, according to the capillary equation, the capillary effect cannot be neglected in many conditions and cases. For this reason, I think the value of 1 is not a critical value.
Also, the denominator of the capillary number equation is related to the surface tension parameter. Is the value of this parameter equal to 0.0726 N/m, which is the surface tension between water and air, or should we put the surface tension between water and a solid wall (silicon)? In many research studies, authors have used the value of 0.0726 N/m.
Ca=μ*U​/σ
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In discussions regarding the appropriate Capillary Number (Ca) for ignoring capillary effects in microchannel studies, it's essential to consider the context of the interface interactions. Typically, for water flow inside silicone microchannels, many studies, including mine, use the water-air surface tension value of 0.0726 N/m. This is generally because the dominant interface under investigation is between the water and air, not between the water and the silicone walls, unless specific surface modifications of the silicone suggest otherwise.
Furthermore, concerning the critical value of Ca, while the standard threshold is often set at Ca = 1, I believe this may not be universally applicable. In my study, which investigates forced flow with Reynolds numbers between 125 and 1300, it appears that capillary effects could be non-negligible even above this threshold. This observation leads me to suggest that the traditional threshold of Ca = 1 might need adjustment based on specific experimental conditions and flow behaviors. Such an approach allows for a more nuanced understanding of when viscous forces indeed dominate over capillary forces in practical scenarios
Farshid Hesami
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Could anyone explain *how to* or give an example of receiving heat flow (watt) for the FE element?
I understand that *GET command is useful like
*GET, PAR, ELEM,NO_ELEM,...,SMICS
but can't get the result.
For example, I used PLANE77 or SOLID90 types of FE.
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Thank you, Timileyin!
I tried the solution you had proposed and I received the resulting heat flow on element. So the way you pointed out works.
But now I have another problem...
Why do the sum of individual heat flows in FE's is not equal to the sum of (internal heat generation in every FE multiplied by its volume (Q = Qv_FE*V_FE)?
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Reversed flow on 28 faces of pressure-outlet 7.
Stabilizing mp-x-momentum to enhance linear solver robustness.
Stabilizing mp-x-momentum using GMRES to enhance linear solver robustness.
Stabilizing mp-y-momentum to enhance linear solver robustness.
Stabilizing mp-y-momentum using GMRES to enhance linear solver robustness.
Stabilizing k to enhance linear solver robustness.
Stabilizing k using GMRES to enhance linear solver robustness.
Divergence detected in AMG solver: k Stabilizing epsilon to enhance linear solver robustness.
Stabilizing epsilon using GMRES to enhance linear solver robustness.
Divergence detected in AMG solver: epsilon Stabilizing flue-gas-species-0 to enhance linear solver robustness.
Stabilizing flue-gas-species-1 to enhance linear solver robustness.
Stabilizing temperature to enhance linear solver robustness.
Stabilizing temperature using GMRES to enhance linear solver robustness.
Stabilizing vof-1 to enhance linear solver robustness.
absolute pressure limited to 5.000000e+10 in 2708 cells on zone 4
turbulent viscosity limited to viscosity ratio of 1.000000e+05 in 7089 cells
Divergence detected in AMG solver: k
Divergence detected in AMG solver: epsilon
Divergence detected in AMG solver: k
Divergence detected in AMG solver: epsilon
Divergence detected in AMG solver: k
Divergence detected in AMG solver: epsilon
Divergence detected in AMG solver: k
Divergence detected in AMG solver: epsilon
Divergence detected in AMG solver: k
Divergence detected in AMG solver: epsilon
Divergence detected in AMG solver: k
Divergence detected in AMG solver: epsilon
Divergence detected in AMG solver: k
Divergence detected in AMG solver: epsilon
Divergence detected in AMG solver: k
Divergence detected in AMG solver: epsilon
Divergence detected in AMG solver: k
Divergence detected in AMG solver: epsilon
Divergence detected in AMG solver: k
Divergence detected in AMG solver: epsilon
Divergence detected in AMG solver: k
Divergence detected in AMG solver: epsilon
Error at host: floating point exception
===============Message from the Cortex Process================================
Compute processes interrupted. Processing can be resumed.
==============================================================================
Error at Node 2: floating point exception
Error at Node 5: floating point exception
Error at Node 3: floating point exception
Error at Node 9: floating point exception
Error at Node 1: floating point exception
Error at Node 4: floating point exception
Error at Node 7: floating point exception
Error at Node 11: floating point exception
Error at Node 0: floating point exception
Error at Node 6: floating point exception
Error at Node 8: floating point exception
Error at Node 10: floating point exception
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Hello,
I think this is a common question of all CFD engineers.
The messages you saw show a signal of "Divergence!". Why? Let me point out several possible reasons:
- Mesh: This is the most basic mistake of beginners
- Boundary conditions: Wrong or inappropriate settings. e.g. back flow with a strange temperature value. For the reactions kinetics, it is better to test them in Excel or MALAB first. Check the unit of values.
- Model settings: Most of solutions can be found here. It is better to read more papers, tutorials, and books. You need to find the suitable set of numerical methods to minimize the errors. Since errors may come from various sources, you need to trial all of them. Several problems cannot be solved by the steady state solver.
- Physical properties: At the beginning, you try to use constants. Do not mix constants and polynomials. When your system becomes more stable, you can try to turn it back to temperature dependent.
- Initial conditions: Check carefully your initial conditions. Use the interpolate file if necessary.
- Time step size: Do not reduce the under relaxation factors, reduce the time step size instead.
- Bugs of UDF: Some NaN values or divide-by-zero errors
- Simplification: Do not solve directly a complex problem. Solve a simpler one. Then you can increase the complexity.
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Problem to model a simple (at first glance) stationary problem of thermomechanics in an elastic formulation in ANSYS Mechanical APDL.
There is a simple block (brick), with spatial non-uniform volumetric heat generation (HGEN).
The back and front faces are convectively cooled with given (but different) HTC's and fluids temperatures.
The properties of block (thermophysics + mechanics) are assumed to depend on temperature.
HOW TO simulate the temperature field in a brick, taking into account thermal expansion?
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Hello Ramiro!
Thx for answer and spending free time for this question!
Well, I used to prepare the brick model and execute actions according to your algorithm before I asked the question here. I do understand the algorithm but receive the expected result, i.e. unstable rising of brick temperature.
I applied PLANE77 elems for SS thermal analysis and PLANE183 ones for SS structural FE a ND analysis.
I used solver op's for nonlinear effects on geometry (NLGEOM, ON) and elems update (UPGEOM) after each cycle of thermomechanical iteration.
I suspect heat balance is not constant with every new thermomechanical iteration iteration. But I don't know how to receive this data out of ANSYS. Perhaps *GET command will help through SMISC op's for elems.
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i am working on turbine simulation. can you tell me why my power graph is straight . i used this expression Power=torque*omega i also put the value(omega) but not answered? torque graph is showing here(rightly) Also, my solution in not converged? what can be reason?
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Sadiki Zakariae Dear Now i used 2D model of savonius wind turbine but same issue is appearing it has been convergent Fastly around 100 (i put 1000 titration )
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Hello altruits, would you please help me on how to calculate orthrotropic stress and strain limit in composite simulation in ansys?
Thank you so much!
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Calculate the orthotropic stress and strain limits based on the material properties and ultimate strength or ultimate strain values you defined earlier (material properties).
If it's all done, you can use the postprocessing tools to extract the stress and strain in each direction.
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Hi, I'm trying to design a convergent-divergent nozzle in order to obtain the lowest pressure drop using the software Ansys Fluent in 2D mode. In every simulation I do I change a geometry value in order to study how that thing can influence pressure drops; then I consider the difference between inlet and outlet absolute pressure  to calculate my pressure drops, but I notice that inlet absolute pressure changes in every simulation, why does this happen? In the boundary conditions I set velocity inlet with 0 gouge supersonic pressure, and outflow outlet, am I forgetting something?  
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Francesca Folesani (1). In the main FLUENT window, on the left side under Results, Reports-Surface Integrals-Set Up. Set Report Type as Area-Weighted Average. Field Variable should be Pressure and Static Pressure by default, so leave those settings alone. Select both inlet and outlet under Surfaces, and Compute. The results are written to the main FLUENT window.
(2). Record the inlet and outlet pressures – these are gauge pressures averaged across the inlet and outlet faces, respectively.
Note: The outlet gauge pressure should be zero or nearly zero since we had specified (by default) the outlet boundary condition as zero-gauge pressure.
(3). Close the Surface Integrals window.
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I am simulating a transient conjugate heat tranfer for a furnace, that has three domians, two fluids and one solid. The solid domain is in between the two fluid domains. There are heating rods in both fluid domains. These heating rods are heated at given heating rates, in my case at 10 kelvin per minute upto 1080 kelvin. This gradual increase is given to the rods via profiles in boundary conditions. The fluid domains are heating up correctly, but the temperature for solid domain is increasing much slower as compared to fluid domains.
After 1700s flow time, the average temperature in fluid domain goes upto 510K but for solid it increases to just 365K. I think its because of the fact that the convective heat transfer rate is faster than conductive heat transfer rate. But does this correspond to the reality or not? I have added a temperature profile at a plane.
Further, the solid is 22mm thick and the temperature does not change along the thickness as well (the whole solid is at same temperature), although there are 4 heating rods in the lower fluid domain and 14 heating rods in the upper fluid domain. I have attcahed the geometry for clarification.
The interface between solid and fluid is coupled by wall and shadow wall. I have used share topology for interfaces as well. Right now, i have not included any velocity, all the walls except the interface walls are at zero heat flux. I am using SIMPLE solution method and an automatic solid time step calculation method for calculating solid time step. Is there any way to solve this issue?
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Yes, if the automatic solid time step is too low.
For the geometry you could alternatively intersect the fluid and solid volumes to get a single shared surface between the two volumes instead of having to define interfaces.
Of course, a radiation model should be used as well. But the solid should be heated by the bottom fluid anyway.
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Hello all, I am working on natural fiber composites. I want to validate the tensile test results that is tensile strength and modulus using ANSYS. Tensile test conducted as per ASTM D3039. specimen size is 250mm by 25mm by 4 mm, speed of testing 2mm per min.
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Hii I am researching natural fiber composites. I'm doing tensile testing and at the same time, modeling and evaluating specimens through Ansys software. I need to validate the Ansys results with the testing results. I need to know about various methods for this validation process. Where can I find accurate validation methods?
Thanks.
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Most of the researchers concerned with analytical study or numerical study use ANSYS for the FE Modeling. The awareness about NASTRAN is low. What may be the reason and Why?
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I have been using both for 40 years. Ansys and Nastran both started on a solid basis but Nastran had failed to develop over the years. It took hold in aircraft structures for 2D linear analysis and analysts have invested much time and effort in developing their own techniques for using it. They remain loyal to it although some are migrating to Abaqus because it has corporate approval from Dassault connections. Ansys was chosen for 3D models such as in engines. Aircraft structures largely shunned solid elements as the models became 'too large'. In the end, ANSYS has aggressively developed while NASTRAN has not. And, computing resources are now cheap enough to solve very very large models. So, you can read a large assembly of aircraft solid parts into ansys and easily get much higher accuracy faster than you will get in the reduced 2D linear models in NASTRAN.
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Has anyone encountered this error before: 'Section Not Handled at line 10' while importing a surface mechanism while having the chemkin-cfd solver selected? Once I get this error I am not able to investigate the cause because the software will crash and I would need to terminate.
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Hello Raaid Allam Sir, Greetings!
Is this error resolved?
I am also getting the same error. If your problem is fixed, kindly guide me in this regard and
Kindly mail me the possible ways to resolve this error,
My email id is [email protected]
Looking forward to hearing from you.
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i have drawn a geometry in catia and have imported the same on ansys workbench.but it is showing some problems in meshing like patch conforming tetrahedron mesh failed possibly because of bad boundary mesh. I am unable to solve it.how to resolve the problem?
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Priya Shinde Can you share your CAD model (.step or .iges)?
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𝐇𝐞𝐫𝐞'𝐬 𝐭𝐡𝐞 𝐡𝐚𝐫𝐬𝐡 𝐭𝐫𝐮𝐭𝐡 𝐚𝐛𝐨𝐮𝐭 𝐭𝐡𝐞 𝐑𝐨𝐥𝐞 𝐨𝐟 𝐒𝐢𝐦𝐮𝐥𝐚𝐭𝐢𝐨𝐧 𝐓𝐨𝐨𝐥𝐬 𝐢𝐧 𝐀𝐧𝐭𝐞𝐧𝐧𝐚 𝐃𝐞𝐬𝐢𝐠𝐧:
they're the backbone of true innovation and efficiency! Simulation tools act like silent superheroes, allowing engineers try hundreds iterations of one possible design, and avoid the need for endless physical prototypes. I am sure that with proper simulation 90% of designs can get by with only ONE prototype round, significantly saving time and budget. 🔷 Let me know what simulation software you use in your work, what are pros/cons?
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Hello,
Very true....I am using CST microwave studio for design of antenna and tubes. For one design, several simulations have done to get the optimized results for physical fabrications. There are many advantages associated with simulation software to save time and money both. But it is necessary to have a proper and full understanding of any software otherwise several problems in analysis can be faced.
Thanks,
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For my multiphase 2-D simulation, I am trying to add an expression HTC = q/Twall-Tsat, but it's not working any ideas on how to add this expression and then make a contour from it?
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IronPython console can be used for adding expressions in ANSYS Fluent.
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Hi, I use ANSYS APDL for additive manufacturing simulation. Since I loop the ealive command to apply thermal load, I cannot use the LSWRITE command to write the load step. When I try to animate the transient-thermal simulation results, all the elements get activated at once, and the animation doesn't look right. I want to animate my simulation as shown in the video (https://www.youtube.com/watch?v=DtMbROu0dZg&ab_channel=tonissar). How do I do it?
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/POST1
SET,LAST
*GET,ST,ACTIVE,0,SET,LSTP ! ST steps
*GET,SS,ACTIVE,0,SET,SBST ! SS substeps
*DO,J,1,ST
/POST1
SET,J
PLNSOL, TEMP,, 0
/REPLOT
ESEL,S,LIVE
*ENDDO
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Hi, I am trying to transient thermal analysis where, based on the temperature of a specific node, I want the code (shown below) to decide the value of the thermal load. However, I am getting a warning saying, "The data for *GET entity NODE item NTEMP and NODE=12550 is not defined. The *GET command is ignored".How do I get the temperature for the node?
!*********
*do
'
'
applying thermal load
'
'
*enddo
!*********
/POST1
*GET,LAST_SET,ACTIVE,0,SET,NSET,LAST !go to last load step
NSEL,NODE,12550 !select node number 12550
*GET,NTEMP_12550,NODE,12550,,,, !get temperature data for node 12550 and store in variable NTEMP_12550
J=NINT(NTEMP_12550)-373 ! give nearest integer
/SOL
*DOWHILE,J
'
'
applying thermal load
'
'
*enddo
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*GET,NTEMP_12550,NODE,12550,BFE,TEMP
It worked for me.
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I am currently working on pin fin in microchannel. I want to calculate heat transfer and thermal boundary layer of that pin fin at different Reynolds number. Can anyone tell me how to find it in ANSYS Fluent Software?
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First of all, you need to decide which modes should be included in your simulation, for example, convection, radiation, or all modes.
If you are interested in knowing the convection, for example, your simulation will give you the value of h, and based on it, you can calculate the convection.
Similarly, in radiation, you will need to know the (e) and so on.
Good luck
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I am working in stress analysis using BEAM188 element. In APDL guidance, we enable to retrieve values of Y & Z Moment with SMISC command. However, APDL does not provide methods to get values of X moment with SMISC command. Does anyone know how to generate this value in APDL?
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Muhamad Alim Can you share your Ansys model in .cdb format?
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I am doing Finite Element Method (FEM) Analysis of a composite pressure vessel using ANSYS tool. I need to understand the creation of Lookup Table for defining the fiber angle orientation (especially the Dome region). Any help in regards to python scripting or CSV file import would be appreciated.
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Sir did you find the answer of this because on the same problem I am working on it.
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Dear CFD Community,
I'm stuck with a meshing challenge in ICEM CFD and hoping someone can point me in the right direction. My model involves two fluid zones:
  • Preheat Zone: Where the fluid enters the system.
  • Reactor Zone: Where the fluid is heated to a specific temperature.
These zones are connected, and the fluid needs to flow seamlessly from one to the other. However, I'm having trouble creating the interface between them in ICEM CFD.
I've made many attempts by trying to merge the interface of the two zones, but I keep encountering problems in achieving the successful merging of the two zones.
I'd be incredibly grateful if anyone could offer insights or solutions to help me overcome this hurdle. Any advice on:
  • Recommended workflow for connecting fluid zones in ICEM CFD.
  • Specific settings or options for interface creation relevant to my scenario.
  • Troubleshooting tips for common errors encountered with fluid zone interfaces.
I've attached a brief visualization of the geometry, to provide further context.
Thank you in advance for your time and expertise!
Sincerely,
Sudeep N S
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Actually, it depends on the kind of mesh you want to create: unstructured or structured. Because of the simplicity of the geometry I recommend the structured type. At the beginning, suppose that there are just one zone and create an O-Grid type for the whole geometry and do all the association processes. In the end, just split the block in the separation point and then associate the faces of blocks to the surfaces of the geometry. Note that you have just one surface between the two zones you can name it interior. Because of all mesh elements are coincident you can give it the interior boundary condition and so the precision of your simulation will be higher than the interface boundary type. You can see some useful tutorial videos in my youtube channel "infinitycfd" with this link:
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I am simulating a tension test of a bimaterial specimen in ABAQUS. I would like to create different field outputs for each material, and I would like to display them in a single contour plot.
For example, let's say my bimaterial consists of Epoxy and Aluminium. For Epoxy, I would like to find N=0.5*(S1-S2), where S1 and S2 are the major and minor principal stresses, and for Aluminium, I would like to find N=0.75*(S1-S2). And finally, I want the contour of N.
Is this doable in ABAQUS?
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In simulations using finite element analysis (FEA) software, such as ABAQUS, it is generally possible to customize field outputs for individual materials in a bimaterial specimen tension test simulation. This allows you to extract and visualize specific results or quantities of interest for each material in the model.
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Dear community! I wish my message find you well.
I need to simulate rolling wheel and I need to define a local coordinate system at its center to define rotation angle of the wheel about its axis. Please can you tell me how to do this?
Thank you so much.
Sincerely,
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Easiest way to create local cs is to use workplane, which is not just a plane, but also a work cs.
In the rolling simulation, you might also just pin the wheel axis and simply move the rail, in which case you would not need any local cs.
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Hi all, 
How can i find amount of material removed after single glass particle impact on Al plate using ANSYS Autodyn ? so that i can plot the graph of Erosion rate with particle size and other variables. 
Also the energy curves that we get in ANSYS, is there any numerical way to verify those values? or we just consider that total energy before impact as just Kinetic Energy of particle ? and then use the following formula as 
Energy transfer to target plate = KE of particle before impact - KE of particle after impact 
Is above relation valid ? 
Any kind of advice or source would be much appreciated. 
Thanks... 
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You can check for the mass vs time plot. consider the initial and final mass to get to know about the eroded mass during the simulation.
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Hello everyone, I am currently using ANSYS Fluent 2022R1. The XY plot and the strain rate contour I obtained from Fluent are different than when I used the expression (dV/dx + dU/dy).
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It seems like you're facing a discrepancy between the strain rate contour obtained directly from Fluent and the one calculated using the expression (dV/dx + dU/dy). This could be due to various reasons, and troubleshooting such issues often involves checking several aspects of your simulation setup and post-processing. For example, the quality of mesh, the convergence study, and the good application of BC. Vibgyor Tash
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I am doing a simulation in ANSYS FLUENT for ship resistance. Suddenly I found the below error message in DM while translating the geometry.
Warning: At least one of the imported/attached/converted bodies could not be validated. It is possible that subsequent modeling operations will fail. Additional information: The following could not be validated: Midsection Context: Feature Translate3
Can anyone please advice me, how can I solve this?
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Hi
you must import your model in ansys spaceclaim and repair it, or use other file translate such as sat, step,x_t and so.
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Dear community,
I am trying to run a transient structural analysis to simulate the rolling contact between a wheel and a rail. However, in the rolling step, the wheel just keeps going through the rail body without contacting it.
The boundary conditions are a fixed support at the rail bottom face. A displacement boundary condition that only allows displacement of the wheel center in the vertical and longitudinal directions (z and x respectively) as well as rotation about the y axis are applied to a pilot node placed at wheel center. A force condition of 75000 N in the direction vertical direction is applied on the pilot node at wheel center. The contact between the wheel and rail is frictional contact. Please find attached a figure of the problem I obtain and the boundary conditions as they are defined in apdl.
Thank you so much for the help.
Best regards,
Hajar
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Sir @Tomáš Létal, I also tested the contact statut using the CNCHECK,Auto command and it gives these results about contact statut analysis. Maybe this can give more complet information about the contact definition.
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I used ANSYS explicit to solve a deformation problem, the set step time is 1s. I added a displacement boundary condition that linearly increased with time. But the total time in the solution is ~2E-3s, and it showed the problem is solved, the displacement is only 1/50 of the displacement I added. A little bit similar to this question but I don't understand what they mean here: https://forum.ansys.com/forums/topic/analyses-solved-only-for-10-38-seconds-of-time-but-end-time-is-0-1s-why/
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Discrepancies between the specified step time and the actual step time in ANSYS simulations may be due to many reasons. An important factor is the use of adaptive time stepping, in which the solver automatically modifies time intervals according to the changing dynamics of the system. This adaptive methodology enables the use of smaller increments in regions characterized by quick variations or significant occurrences, while using bigger increments in more stable areas, hence enhancing computing efficiency and solution precision. Furthermore, changes in step time are influenced by convergence criteria, solver settings, automated time stepping modifications, the selection of time integration methods, and the intricacy of boundary conditions and material models. To better match the user-defined step time with the simulation's actual steps, it is advisable to analyze the solver output, convergence logs, and maybe make tweaks to the solver parameters.
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Dear community, i need to ask you about my simulation in ANSYS APDL.
I'm trying to simulate a wheel rolling over a rail using the ANSYS APDL. In my simulation I considered only a piece of wheel and rail belonging to the contact region.
The rail piece is fixed at its bottom face (A200) while the upper face of the wheel piece was rigidely connected to a pilot node (refered by Node number+1) defined at the wheel center to apply boundary conditions to the wheel like force and displacement constraints.
In my simulation, I defined two steps:
- In The first step, a vertical load is applied to the pilot node and the wheel move only in the vertical direction (z direction) under load effect.
- In the second step, the wheel keep charged by the load and start rolling along the rail longitudinal direction (x direction).
To apply this procedure in ansys apdl I used the transient structural analysis and the following Apdl commands:
!----------------------------
/SOLU
ANTYPE,4
TRNOPT,FULL,,Damp
RESCONTROL,,NONE,None
Lumpm,0
!step1 charging a static wheel
Time,.001
DELTIM,.0005
TINTP,,0.25,0.5,0.5
KBC,1
TIMINT,off
outers,all,all
asel,s,area,,200
da,all,all! fixed support at rail bottom
D,nodenumber+1,,,,,,ux,uy,rotx,roty,rotz! displacement constraints applied to a pilot node located at wheel center !wheel can move in vertical direction only (z direction) at this step
f,nodenumber+1,fz,-75000 !the vertical load is applied at the pilot node
allsel,all
solve
!step2 moving the wheel in longitudinal direction (x direction)
Time,.019!time required by the wheel (diameter=460mm) to travel the entire rail length (length=250mm)
DELTIM,7.2e-5! the selected time step size is equal to the time required to cross one element of the rail contact surface (element size=1mm*1mm)
autots,on
TIMINT,on
outers,all,all
ddele,nodenumber+1,all
D,nodenumber+1,,,,,,ux,rotx,rotz,,,!wheel moves in z and x direction and also rotates around y axis in this step
D,nodenumber+1,,250e-3,,,,ux,,,,,
D,nodenumber+1,,0.54347826086957,,,,roty,,,,,
allsel,all
solve
finish
!----------------------------
My problem is when i run this script the simulation stay only iterating in the first substep of the step2 as you can see in the picture.
Please if can you tell me where is the issue here? 🙏🏻🙏🏻🙏🏻
Thank you so much for your help🙏🏻🙏🏻,
Best regards,
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Dear sir @Ajibike Joan Farounbi really thank you so much for your important answer thank you. Definitely, when I got results it seems that in step 1 the program detect contact between wheel and the rail while in step 2 program don't detect any contact and the wheel continue traveling in vertical direction as there is no rail. Please sir @Ajibike Joan Farounbi if you can show me how can I apply your solution in Apdl?
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If resonant frequencies were determined using Ansys modal, and the system is excited at those resonant frequencies with some force, it should vibrate with an increasing amplitude, do we have any way to get a graph of this increasing amplitude with time in Ansys harmonic?
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I think you need transient analysis you can check the videos and search about on this way
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Dear community, I need your support about my simulation.
I'm trying to do the example shown in this picture using the ANSYS APDL and I need to know from your experience if i correctly defined the problem or not.
Please let me know if you have any suggestions or corrections 🙏🏻🙏🏻🙏🏻.
To simulate the rolling motion of a loaded wheel, I defined three steps:
- step1 : the load (FZ=-75000N) is applied to the pilot node (NODENUMBER+1) and the bottom face of the support is fixed in all directions.
- step2 : angular velocity (Omgy= 1729.9450336075deg/s)and translation velocity (Vx=50km/h) are applied at the pilot node.
I applied this procedure using the following Apdl commands:
!----------------------------
/SOLU
*Afun,deg
ANTYPE,4
TRNOPT,FULL
Lumpm,0
!step1 charging a static wheel
Nsubst,1,1,1
Outers,all,all
Time,.001
KBC,1
Asel,s,area,,160
Da,all,all
F,NODENUMBER+1,FZ,-75000
LSWRITE,1,
!step2 apply translation velocity and angular velocity to the wheel
Nsubst,4,4,4
Outers,all,all
Time,.002
KBC,1
D,NODENUMBER+1,,13.8,,,,VELX,,,,,
D,NODENUMBER+1,,1729.9450336075,,,,OMGY,,,,,
LSWRITE ,2,
!step3
Nsubst,4,4,4
Outers,all,all
Time,.019
KBC,1
LSWRITE,3,
Lssolve,1,3,1,
Finish
Thank you so much for your help🙏🏻🙏🏻,
Best regards,
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Dear @Ajibike Joan Farounbi really many thanks for considering my question. I just wanted to mention that I used Cerig, Apdl command to couple the wheel nodes to the pilot node at its center refered as (numbernodes+1) in the code. Is this is equivalent to CP command?
Thank you so much for answering my question.
Sincerely yours
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I want to simulate lamb wave propagation in 3D thin cracked plate using transient analysis in ansys apdl. I have selected some nodes to apply time dependent loading function.There is not any error. but after solution I can not see propagation of wave and loading only affect on the selected nodes not the whole plate. can anyone help me.thanks in advance
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Kindly understand that the other well known name of Lamb wave is "Plate wave". This means that two Rayleigh waves are generated at the two sides of the plate simultaneously and they they travel without any interference first. Accordingly, plate thickness is being taken care of first to generate symmetrical mode Lamb waves. Then if the plate thickness is getting reduced then one can produce asymmetrical Lamb waves. Rayleigh wave wavelength, its frequency, plate thickness, material attenuation, etc. are the important considerations...
Kindly refer Symmetric and Asymmetric Lamb waves in the Google search...
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please help me
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Hi...
Refer this video. May be helpful..
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I am performing tensile test using ansys explicit dynamics for orthotropic material the force reaction fluctuates in the elastic region
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1. You have to decrease the load increment size to simulate the process quasi-statically. So, at first, reduce the load increment size.
2. Then check that the kinetic energy evolution must be less than 1/10 to 1/20 of the strain energy. Otherwise, dynamics in the system exist.
3. If the problem persists, check the boundary condition and try it with elastic material.
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I am working on the simulations of multi-phase mixture model to study the different flow regimes e.g bubbly flow, slug flow and annular flow. But I am facing problem to set up the boundary conditions (how void fraction can be changed from 0 to 1)?
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For to deal void fraction you can check my tutorial on https://youtu.be/wybm2DavpRc
Bubble Flow due to Buoyancy Flow
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Hello,
I am trying to simulate a gas stirred vessel using Eulerian model in Fluent. However, I have a diveregence in epsilon.
The turbulent intensity and hydraulic diameter conditions for turbulence inlet are used and outflow condition is used for outlet. Mesh consists in a 21,000 elements with orthogonality 100%. Mesh near to plume and interphase region is refined. I have to say that I used same parameters for a scale model (1/17) and successfully runs.
Thank you for you comments.
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Daniel Carlos Andrade Hi, I am facing the same problem. Can you let me know how you were able to solve this problem
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I use adapt-gradient and refine mesh by phase(air and water).
But when calculate running it turns to Warning——
Adapting mesh (Adapt Gradient of water-vof)...
WARNING: 2 cells with non-positive volume detected.
And the calculation stop, I hope to know why!!!!
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Do you have dynamic mesh turned on while mesh adaption is running (for eg. layers/smoothing/remeshing)? This is currently not supported.
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hello dear community,
I'm doing a static structural analysis in ansys apdl but i didn't know how to define a remote load. The load is placed at one place and i want that its effect be transfered to surface nodes using remote load option. can you help me please?
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1. Identify the remote location: Determine the remote location where you want to apply the load. This location can be specified using a node, element, or coordinate system.
2. Define the remote load: Use the *CLOAD command to define the remote load. Specify the appropriate options and parameters based on your specific load requirements. Here's the general syntax of the *CLOAD command:
````apdl
*CLOAD, Lab, Lab, Value
```
- `Lab`: Specify the label of the remote location where the load is applied. This can be a node label, element label, or coordinate system label.
- `Value`: Specify the load value or expression to be applied at the remote location.
Note that the `Lab` argument can be a single label or a range of labels, depending on the type of remote location you are using.
3. Repeat as needed: If you have multiple remote locations or different load values to apply, repeat step 2 for each remote load.
4. Generate the load: Finally, issue the *SOLVE command to generate the remote loads and solve the analysis.
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Dear community,
I'm using ansys Apdl and I need to define rigid links (RBE2 option) between one node (master node) and surface nodes( slave nodes). I tried to define this using rigid region option in apdl but the problem is when I try to select slave nodes belonging to the target surface all nodes of the model are selected. Then links are created between the master node and all nodes of the model. Please help me to solve this issue.
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1. Identify the node and surface nodes: Determine the node number and the surface nodes to which you want to create the rigid link.
2. Define the node set: Create a node set that includes the node you want to link. You can use the *NSEL command to select the node(s) and assign them to a set. For example:
````
*NSEL, N, , , node_number
*NSUBSET, node_set_name
```
Replace `node_number` with the actual node number and `node_set_name` with a suitable name for the node set.
3. Define the surface set: Create a surface set that includes the surface nodes you want to link to. You can use the *ASEL command to select the surface nodes and assign them to a set. For example:
````
*ASEL, S, , , , , , , , surface_nodes
*SSUBSET, surface_set_name
```
Replace `surface_nodes` with the appropriate selection criteria for the surface nodes and `surface_set_name` with a suitable name for the surface set.
4. Define the rigid link: Use the *CONSTRAINT command to define the rigid link between the node and the surface nodes. Specify the node set and surface set names created in the previous steps. For example:
````
*CONSTRAINT, TYPE=RIGID, NODE=node_set_name, SURFACE=surface_set_name
```
Replace `node_set_name` and `surface_set_name` with the names you assigned to the node set and surface set, respectively.
5. Repeat as needed: If you have multiple nodes or surface sets to link, repeat steps 2 to 4 for each node and surface set combination.
6. Generate the rigid link: Finally, issue the *SOLVE command to generate the rigid links and solve the analysis.
Good luck: credit partial AI
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Hello dear colleagues
Hope you're fine.
I'm trying to model a threaded connection with a 2D axisymmetric model.
I need to make several models with slight changes and differences.
In some models, once the job is submitted, before the analysis gets started, it gets aborted due to "some nodes have Negative coordinate values" error.
When I check the error node set, they are all placed on the axis of symmetry.
I tried several ideas to work this out but none of them was successful like:
>changing element type,
>constraining the part in the direction prependicular to the axis of symmetry
>Using another datumn coordinate system
I appreciate it if you have any ideas to fix this error.
PS: some other models get solved without this error while these models are copied from one another and I couldn't see any difference seem to be related to this error between them
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Joshua Depiver Hello , can you please help me with this concern ?
i use USDFLD to compute phase fractions (3 phases) , law kinetics are written in SDVs , everything seems working good except the fact that i have negative values in the middle of my axsymmetric model , negative values are displayed also in the legend of SDVs which is not reasonable at all ?
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Hi all, experiencing this problem in Ansys Fluent where my fan is circulating air around itself rather than pushing it down my pipe, the outlet for it is situated way further back (3metres) meaning that I don't think that its the problem, any ideas? Thanks
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First of all, have you started designing your fan model using Vista?
Double check your blade design please.
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I have done parametric study in Ansys Material Designer by varying the volume fraction of carbon fiber. Now I would to have a look at stress distribution in the RVE for each design point. How can I view?
Thank you.
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Just use Mechanical APDL and view .rst file in Results Viewer
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I am doing Large eddy simulation in ansys fluent. Currently i am using unstructured mesh, so the grid size to compute the CFL number is not fixed, Is it necessary that the solution to be converged within the given max iterations per time step?
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The short answer is yes. In a transient simulation, the values at the end of each time step is used as the initial value for the next time step. Therefore, if you don't get a converged solution at each time step, your initial value for the consecutive time step is not correct.
Besides checking the normalised residuals, you can also monitor the quantity of interest to check convergence.
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Dear all,
I have worked out an APDL code (the code is attached) for a 3-point bending test analysis. I used SOLID186 to mesh the model and for the contact, I used CONTA175 and TARGE170 elements. the analysis is static based with 50 steps. I am facing two problems :
1- The first one is that I get the nodal displacement but unfortunately, I don't get the element's reactional force, contact pressure as well as Vanmises stress. I used OUTRES,ALL,ALL to claim the results but the same problem occurred.
2- The second problem is that I just got the last step. ansys doesn't record the results of every.
Any suggestions will be highly appreciated.
Best,
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Kouider Bendine I found a couple of problems in the code.
First, the contact surfaces are defined as areas, but using elements CONTA175 (node-to-surface). I tried with CONTA174 (surface-to-surface) and it reaches the last substep. Here's how I defined the contact element:
ET,3,CONTA174
KEYOPT,3,2,1 ! Formulation: MPC
KEYOPT,3,4,1 ! MPC - Force-distributed constraint
KEYOPT,3,12,5 ! Bonded (always)
Then, the top cylinder was not properly contrained. I tried constraining the model like if modelling only a quarter of the system - double symmetry. For a quick test without changing the actual model I just did this:
ALLSEL
NSEL,S,LOC,Z,0
D,ALL,UZ,0
ALLSEL
ESEL,S,TYPE,,2
NSLE,S,1
NSEL,R,LOC,X,Lb/2
D,ALL,UX,0
Now the model converges and I can access the stress results in all substeps. Probably still have to adjust the contact surfaces to avoid stress concentration.
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I made a piping model in ANSYS APDL, where I tried to input the gravity load with ACEL command. However, analysis results became implausible, where the stress was 1100 MPa, and when I did not input the ACEL command, the stress was around 90-110 MPa. I can ensure all units are correct. Do you have any idea how to solve this problem?
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It's hard to say what's the problem without more details. However, the three key parameters controlling the structure self-weight are geometry, material density, and gravity acceleration.
Assuming a 10-mm-thick steel shell and a Y vertical axis, here's what you'd have to define in your Ansys APDL code:
SECTYPE,1,SHELL
SECDATA,0.010 !(m), thickness
MP, DENS, 1, 7850 !(kg/m3), density
ACEL, 0, 9.81, 0 !(m/s2), gravity
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When i am doing meshing, i got an information message box " The selective body meshing is not being recorded, so the meshing may not be persistant on an update.if you wnat to record the order of body meshing, please use the mesh worksheet to track meshing steps. Please see selective meshing documentation for more derails." what it means, how to come out of this error messsage.
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It often occur in non uniform body meshing. you Just try meshing all body creatures independently instead of once. just right click on creature and mesh.
Also, try the the right meshing pattern for right place specially on edges, holes etc..
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I hope to get a clear answer on this matter
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There is an Ansys Maxwell electromagnetic simulation. You can use this software, which should be installed and coupled with Ansys.
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hello i have tried getting help on designing multi element airfoil, but was not successful. how to design the slat cove and flap cove geometry? how to mesh the multi element airfoil ? can you please suggest me a tutorial to follow. thanks in advance
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Designing multi-element airfoils involves considering aerodynamic principles, and meshing is crucial for accurate simulations. For slat and flap cove geometry, you might want to look into parametric design tools or software like ANSYS, OpenFOAM, or similar tools. Tutorials on these platforms often cover detailed airfoil design, including slats and flaps.
For meshing, tools like ANSYS Meshing or Pointwise can be helpful. Tutorials on meshing specific to your chosen software can guide you through the process.
Consider checking resources like YouTube channels, online courses (e.g., Coursera, edX), or the official documentation of the software you're using for in-depth guidance. Always ensure the tutorials are up-to-date with the latest software versions.
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I have Temperature results for eight different paths. The results are in the form of the column having 200 values see attached image. I want the average temperature for these eight paths at those 200 points.
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In that case, I would recommend you do all the analyses in the Mechanical APDL. Using APDL scripting in Workbench is possible, but not very user friendly. You basically need to be very proficient in it. On the other hand, in the old Mechanical APDL environment, all the actions you take using GUI are automatically recorded in a macro file, which you can then edit and run again. You can learn quite a lot this way.
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Hello everyone,
I attempted to perform an orthogonality assessment on the Eigenmodes subsequent to conducting modal analysis on some structure.
The analysis was conducted using ANSYS 22R1 software. An example of an orthogonality check was performed using APDL commands. The check is deemed successful when the product of [(transpose) Phi M Phi] results in the identity matrix. In this equation, Phi represents the modal matrix of the specified (n) modes, and M denotes the mass matrix.
According to most textbooks, vectors are considered orthogonal when their dot products equal zero. Consequently, the dot product of each mode (vector) with the others in the Phi matrix should yield an identity matrix. I attempted to do the task by employing the
load Phi_MMF.txt
data = zeros(203490,1);
for r=1:203490
data(r,1)=Phi_MMF(r,1); %transforming from MMF form to common matrix form
end
size(data)
modes = reshape(data,5814, 35); %the modal matrix of first 35 modes
MODES=modes';
% Initialize a matrix to store the results
orthogonality_matrix = zeros(35, 35);
% Loop to check orthogonality for all pairs of columns
for i = 1:35
for j = i:35
% Calculate the dot product between column i and column j
dot_product = dot(MODES(:, i),MODES(:, j));
orthogonality_matrix(i, j) = dot_product;
end
end
% Display the orthogonality matrix
disp("Orthogonality Matrix:");
disp(orthogonality_matrix);
I am uncertain about the distinction between two rules and would appreciate insight from any fellow who have encountered the rule [(transpose) Phi M Phi ] as a means of verifying orthogonality in any academic literature.
Regards
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Mohamed A M Salem Here you go. All you need is the free education edition of PERMAS. See https://www.intes.de/k_permas/overview/academic_license
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I am performing a steady-state thermal simulation my model consists of a composite having circular particles embedded inside a large circular domain. See the image attached. Now, I am importing a CAD model having those random small dispersed circles.
After this, in ansys, I am sketching the larger circular domain and then using surfaces from sketches I am generating the bigger circle.
Then I am using boolean operation to separate those small circles from the large circle as both of them have different properties.
But the problem is that at Higher area fractions of small circle the operation is showing this error ("Error: Operation would result in non-manifold bodies Context: Geometry Engine, while generating Feature Boolean1")
This is due to small distance between neighbouring particles(I have kept the min. distance as 0.005 mm). How can I troubleshoot this error as I am not able to identify the particle causing this as I have many composite of same area fraction but only some are causing this trouble.
If I am able to identify the close one causing problem may be I can reduce their diameter. Also How can I perform this in design modular reducing the diameter operation??
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Have you ever considered using SpaceClaim instead of DesignModeler?
In SpaceClaim, you could create a section with all the particles and remove them from the matrix. Then, before moving to the meshing step, you will need to activate the "Share topology" option so that the features will have a conformal mesh.
Then, I would recommend you to generate your geometry with a Python script inside SpaceClaim too, so that you can parameterize the problem easily.
I hope it helps.
Cheers,
Ramiro
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Hello, the Research community,
I'm currently working on a project involving heat transfer between a solid domain and a liquid domain using Ansys Fluent, and I'm facing some challenges. Here's a brief overview of my setup:
  1. I have created a cylindrical solid domain.
  2. Inside this solid domain is a liquid domain where a fluid continuously flows.
  3. The inner walls of the cylindrical solid domain are maintained at a high temperature of 2000 degrees Celsius.
I aim to simulate and analyze the heat transfer process between the solid domain walls and the flowing liquid. I'm seeking guidance on the further steps to solve this problem effectively. Specifically, I'm looking for advice on:
  1. Setting up the boundary conditions for the solid domain.
  2. Specifying the properties and conditions for the liquid domain.
  3. The appropriate turbulence models and thermal settings to consider.
  4. How to initiate the simulation and monitor the heat transfer process.
  5. Any best practices or considerations for a case like this.
I would greatly appreciate any insights, tips, or step-by-step guidance from those with experience in conducting heat transfer simulations in Ansys Fluent. Your assistance will be invaluable in helping me advance my project.
In addition, kindly guide me through the necessary steps to create an effective heat transfer interface between the solid and liquid domains in Ansys Fluent. Any insights, tips, or tutorials to help me set up this heat transfer simulation would be greatly appreciated.
Thank you in advance for your assistance.
Thank you in advance for your support.
Best regards,
Sudeep N S
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Dear Sudeep N S ,
It can be challenging for anyone to provide assistance for all your inquiries. I would kindly suggest beginning by watching some introductory videos, which can help you grasp the basic concepts. As for the specific question you've raised, I'm actively working on addressing it;
1) To set boundary conditions in Fluent: Provide a clear name and select the appropriate object in the cell zone condition. Choose the right option for BC (inlet, outlet, interface, wall).
2) When dealing with liquid properties: Access the Fluent database in the material section. Edit as needed and confirm cell zone conditions, input, and output values.
3) Regarding turbulent models, there are two options: The k-epsilon model excels in free stream regions. The k-omega model offers high accuracy in boundary layers near walls. Choose based on your specific requirements.
4) To simulate and monitor heat transfer in ANSYS Fluent:
  1. Launch Fluent: Open the software and set up your project.
  2. Geometry: Import or create your geometry, ensuring correct scaling and orientation.
  3. Materials: Define the thermal properties of the involved materials.
  4. Mesh: Create a quality mesh for accuracy.
  5. Boundary Conditions: Set initial conditions, heat sources, and types of heat transfer at boundaries.
  6. Solver: Choose the appropriate solver (steady-state or transient).
  7. Solution Methods: Configure discretization and convergence settings.
  8. Initialization: Define initial temperature conditions.
  9. Run the Simulation: Start the simulation to solve heat transfer equations.
  10. Monitor and Analyze: Check progress, and convergence, and use post-processing tools for analysis.
  11. Save Results: Store simulation data for future reference.
  12. Iterate: Adjust settings as needed for accuracy, consulting Fluent documentation if necessary.
5) For effective heat transfer simulations in ANSYS Fluent:
  1. Prioritize high-quality mesh.
  2. Choose the right solver (steady-state or transient).
  3. Set precise boundary conditions.
  4. Use accurate material properties.
  5. Properly initialize your simulation.
  6. Set reasonable convergence criteria.
  7. Consider adaptive mesh refinement.
  8. Validate your results with experimental data or analytical solutions.
These steps will help ensure accuracy and efficiency in your heat transfer simulations.
I hope this answer has been helpful. If you have more questions or face challenges, feel free to ask. I'm here to assist you.
Regards,
Ekta
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I would like your expertise and guidance regarding a challenging Computational Fluid Dynamics (CFD) problem I currently have. The project involves species transport in Ansys Fluent, focusing on simulating a steam methane reforming process.
The issue I am encountering pertains to the Chemkin files that I have uploaded into the Ansys Fluent software. Unfortunately, I am encountering persistent errors, and it seems the software is not properly considering the uploaded Chemkin files. I have thoroughly reviewed the inputs, but the problem persists. Despite my best efforts, I have been unable to resolve this issue.
Furthermore, in this simulation, a key aspect involves maintaining a wall at an elevated temperature of 2000 degrees Celsius. The objective is to facilitate heat transfer to the methane and steam feed mixture to initiate the steam methane reforming reaction.
Regrettably, I have observed that the heat is not effectively transferring to the feed mixture, resulting in the absence of the desired chemical reaction. This poses a significant setback to the project, as the core objective is to study the reaction kinetics and product distribution in this specific environment.
Your support in this matter would be immensely important to my research progress.
Thank you in advance for considering my request. I am eager to learn from your expertise and am open to any suggestions or instructions you may have.
Sincerely,
Sudeep N S
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Hi Anurag Sharma,
Thanks for showing interest in my problem.
Could you please review the attached files and guide me in understanding the concept of the core?
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I'm using Fluent and NIST Real Gas Model for supercritical fluid heat transfer but am getting following error . REFPROP_error (203) from function: tprho (density) [TPRHO error 203] vapour iteration has not converged
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ANSYS Fluent's "REFPROP 203" error often denotes a problem with the installation or configuration of the REFPROP fluid property package. ANSYS Fluent may make use of the fluid property computation software tool REFPROP to manage complex fluid properties. Here are some actions to follow in order to fix this issue:-
1. Check License and Installation:
- Make sure you have a valid and up-to-date license for REFPROP and that it's properly installed on your system.
2. Fluent Version:
- Ensure that you are using a version of ANSYS Fluent that is compatible with your version of REFPROP. It's crucial that you use compatible software versions.
3. Fluid Material Setup:
- Verify that you have set up the fluid material properties correctly in ANSYS Fluent. This includes specifying the fluid type, temperature and pressure conditions, and any other required properties.
4. REFPROP Database:
- Ensure that you have access to the required REFPROP database files and that they are located in the proper directory. You may need to specify the path to the REFPROP database files within ANSYS Fluent.
5. Environment Variables:
- Check if the environment variables related to REFPROP are correctly set. On Windows, you might need to set the "RP_PATH" variable to the folder where the REFPROP database files are located.
6. Permissions:
- Make sure that the user running ANSYS Fluent has the necessary permissions to access the REFPROP database and files.
7. Configuring the Fluid Properties:
- Review the fluid property settings in ANSYS Fluent. Ensure that you've selected the correct fluid and property mode, and that the input values are reasonable and consistent with your simulation.
8. REFPROP Documentation:
- Consult the REFPROP documentation or user manual for detailed information on setup and troubleshooting. The documentation can help you better understand how to configure and use REFPROP with ANSYS Fluent.
- If you've followed the above steps and are still encountering the "REFPROP 203" error, consider reaching out to ANSYS support or REFPROP support for more specific assistance. They may be able to help you with the error and any issues related to your specific setup.
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I am using TracePro software for optical simulation of my solar concentrator system. The software gives the results as irradiation flux map and also the incident ray table. Now for thermal simulationtion in ansys fluent whether the data from the irradiance flux map or the incident ray table with x,y,z coordinates should be used? Also how to import these irradiance data in ANSYS fluent?
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I know I'm a little late, but nevertheless, the initial step involves copying the data into an Excel (.csv) or text file. To begin, select the "irradiance maps" option and transfer the data to an Excel file, resulting in gridwise data. However, it's essential to note that Ansys interprets flux data based on X, Y, and Z coordinates rather than a grid. Therefore, the next step entails converting the grid data into coordinates. You can accomplish this using software such as Matlab, Python, or any other suitable tool. If you require assistance with the code for this conversion, please don't hesitate to reach out to me.
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Is there any company provide a sharing user License in Ansys OR Abaqus,
I mean, I don't have enough budget to buy a commercial license to start working on my Start-Up, So I am looking for companies can provide me a sharing license to save money?
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Thanks for your feedback. I recently got a company who is willing to share Ansys 2020 R2.
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The 1st image shows the moment when I import my design(IGES) into the Mechanical APDL. The 2nd image occurs when I wanted to Operate>Boolean>Divide Volume By Area. The design is a regular pipe with 2000mm in length and a small defect. I wanted to section the defective area so that I could create a much smaller mesh in the area. I have also tried a simple drawing of a pipe which was press pulled in AutoCAD and imported to Mechanical APDL, it shows another problem on the 3rd image. How do I make ADPL read my design as a volume if that makes sense? Please help me assess what might the reason for these errors to occur.
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Did you find the answer? Thank you
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have simulated a hydraulic jump. There is a difference in water and ambient(air)temperature and as such there is heat transfer across the water-air interface. I have used VOF model and Standard K-epsilon model for the simulation. Energy Model is activated. Radiation is not considered.
Is there any way to determine the total heat transfer rate across the water-air interface bounded between the two sections(vertical lines) as shown in figure below? Also, is there a way to determine heat flux across the same interface or average equivalent thermal conductivity or average heat transfer co-efficient at the interface.?
Also I tried to determine heat flux across a point at the interface in CFD post. But it was shown as "Undefined". While the heat flux at any point at solid boundary could be easily determined. Why?
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Subham Pal, To determine the heat flux across a point at the interface, you can use the Report > Probe Data feature in Ansys Fluent or the Probe feature in CFD post. However, if you are using a VOF model, the heat flux at the interface may be undefined at some points. This is because the VOF interface is a sharp interface and the heat flux across a sharp interface is not defined.
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hello i am writing a paper on comparing few nano fluids for active cooling of batteries. i have researched multiple times, but was unable to find thermo-physical properties of nano fluids to use them in cooling of batteries. can you please suggest me thermo-physical properties of nano fluids. here are few examples of nano fluids considered. water + Al2O3, water + Cu, water + CuO. what concentration of nano particles in nano fluids to use them for battery cooling ?
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The optimal concentration of nanoparticles in nanofluids for battery cooling depends on the trade-off between the enhanced heat transfer and the increased pumping power required to circulate the nanofluid. Generally, higher concentrations of nanoparticles result in higher heat transfer coefficients, but also higher pressure drops and pumping power. Therefore, it is important to choose a suitable concentration that can achieve a balance between these factors. Concentrations ranging from 0.5% to 5% volume fraction can provide significant improvements in heat transfer without excessive penalties in pumping power for battery cooling applications
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I conducted pipe stress analysis using CAESAR II. And now I am trying to create similar analysis but in this case I use ANSYS APDL.
I find a problem while creating the boundary conditions, where in ANSYS APDL I can't model the Y+ supports because ANSYS APDL only has an option to restraint movement in both Y- and Y+ direction (the UY option, as can be seen in Figure 2).
Can anyone help me to model the Y+ support in ANSYS APDL?
I'd like to appreciate any responses.
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Muhamad Alim basically, ANSYS manual and general notion related to nonlinear contact analysis prone to abrupt state changes, like from tension to slack. So, you may want to try prestressed stage first , so the link is taut and give it some compression properties, so the convergence is assured. it’s a trial and error. If it’s a dynamic analysis, Damping introduction should help.
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Hello dear all,
We want to set-up a CFD -Discrete Particle Modelling case for a bubble column where liquid is eulerian and gas bubbles and solid particles are discrete phases (three-phases total holdup <10 %) as given in attached diagram. In this case only gas bubbles are flowing with velocity UG <1 cm/s while liquid and solid particles have no initial velocity (means batch mode). Boundary condition (DPM) for gas phase at outlet is pretty straight forward "escape" but we want to retain second discrete phase "particles" with in column volume. However, Boundary condition panel in Ansys Fluent do not show "escape" or "wall" or "reflect" for an individual DPM (injection) phase but one for all DPMs.
We want to model the effect of gas bubble induced flow behavior (in one-way coupling) on liquid and solid phases, so we need to keep liquid in batch mode and solid phase (one-time injection). Any suggestion on how to set-up DPM-BC for two discrete phases (two different injections) separately in Ansys Fluent?
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Solved the above problem by specifying user-defined boundary condition for each discrete phase based on velocity function for size-dependent DPM
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Hi, I am trying to verify the result of ABAQUS of two articles, but as shown in the figure below, I always got a gap between the article results and my curves. is there any suggestion for improving my results?
I tried different mesh sizes, CDP parameters, and different load types.
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Please modify the material properties especially the Elastic Modulus, as the difference is in the elastic region. Increase the elastic modulus and then try. There may be some other factors as well such as meshing. Please do the mesh independence study as well.
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Hello everyone,
I need to extract the mode shape vectors of some cantilever plate to make a correlation between some of them analytically.
I used the workbench to simulate the problem and added the next APDL command to extract both mass and stiffness matrices in  MMF:
/AUX2
COMBINE, FULL
/POST1
*SMAT, MatKS, D, IMPORT, FULL, file.full, STIFF
*SMAT, MatMS, D, IMPORT, FULL, file.full, MASS
*Export, MatKS, MMF, matK_MMF.txt 
*Export, MatMS, MMF, matM_MMF.txt 
Then I did modal analysis , and I got the two files of mass and stiffness matrices in MMF .
I used the next Matlab code to solve the eigen problem in order to extract mode shapes.
clc;
clear all;
format shortG;
format loose;
load matK_MMF.txt;
K = zeros(462,462);
for r = 2:5515
    K(matK_MMF(r,1), matK_MMF(r,2)) = matK_MMF(r,3);
end
disp (K)
load matM_MMF.txt;
M = zeros(462,462);
for r = 2:1999
    M(matM_MMF(r,1), matM_MMF(r,2)) = matM_MMF(r,3);
end
disp(M)
cheq=linsolve(M,K)
[Mode,Lamda]=eig(cheq);
lamda=diag(sort(diag(Lamda),'ascend')); % make diagonal matrix out of sorted diagonal values of input 'Lamda'
[c, ind]=sort(diag(Lamda),'ascend'); % store the indices of which columns the sorted eigenvalues come from 'lamda'
omegarad=sqrt(lamda);
omegaHz=omegarad/pi/2
mode=Mode(:,ind)
This code ran syntactically without any errors .
I checked for the first natural frequency, omegaHz(1,1), which is supposed to be 208.43 Hz as shown in the workbench analysis , but unfortunately it was 64023 Hz .
Would you please show me what is wrong with that problem?
Or is there any possible way to extract the mode shape vectors or modal matrix directly from ANSYS ?
Regards
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Dear Mohamed,
try the command lines provided in the attached file. They work for a full 3D model, but you can easily modify them for other kind of elements.
Best regards,
Marco Montemurro
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I am doing MOGA optimization using ANSYS workbench. I need to set an "equality constraint" to the optimization problem. Unfortunately all the offered operators are "equality constraints" only (i.e "greater than/equal to" and "less than/equal to")
Did you face such problem ? would you tell me how to manage such constraint in ANSYS ?
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In general optimization algorithms dont deal well with equality constraints. Hence, nobody offers them. Equality does not exist in numerical schemes a=0.0 is more likely a = 1.e-16 etc.
A couple of work arounds are (1) resolving the equality constraints for design variables. Like in a = b+c, just remove a as a design variable and only keep b and c. then insert a as an equation.
(2) resolve equality constraints into two inequality constraints. a = 0: a > -epsilon; a < epsilon; epsilon = 1.e-3. Don't make epsilon too small as it may make it harder to converge. You may also want to normalize your constraints to bring a between 0 and 1.
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I am doing MOGA optimization using ANSYS workbench. I need to set an "equality constraint" to the optimization problem. Unfortunately all the offered operators are "equality constraints" only (i.e "greater than/equal to" and "less than/equal to")
Did you face such problem ? would you tell me how to manage such constraint in ANSYS ?
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In ANSYS Workbench, you can set equality constraints using the DesignXplorer tool, which handles design exploration and optimization studies. Here's a step-by-step guide on how to set up an equality constraint using the Response Surface Optimization (RSO) method:
1. **Create or Open an Optimization Study:**
- Open your ANSYS Workbench project and create a new Optimization Study if you haven't already.
- Import or create your simulation model within the Optimization Study.
2. **Define Design Variables and Responses:**
- In the Optimization Study, define the design variables you want to optimize and the responses (objectives and constraints) you want to analyze.
- Ensure that you've assigned appropriate parameterization for the design variables.
3. **Add an Equality Constraint:**
- Right-click on the "Constraints" folder under your Optimization Study and select "Add Constraint."
4. **Specify the Constraint Type:**
- In the constraint setup window, choose the "Equality" option as the type of constraint.
5. **Input the Constraint Equation:**
- In the constraint setup window, input the mathematical equation that represents your equality constraint.
- The equation should be of the form "Constraint = 0".
6. **Configure Optimization Settings:**
- Select the optimization method you want to use. In this case, you can choose the Response Surface Optimization (RSO) method.
- Specify optimization parameters such as convergence criteria, maximum iterations, and other relevant settings.
7. **Run the Optimization:**
- Click on the "Start Optimization" button to initiate the optimization process.
8. **Review Optimization Results:**
- Once the optimization is complete, review the results in the "Optimization" tab.
- Check the "Constraints" section to see if the equality constraint has been satisfied.
9. **Analyze and Validate Results:**
- Inspect the optimized design variables and their corresponding responses to ensure that the equality constraint is met.
- You might need to adjust optimization settings or constraints if necessary.
Please note that the steps outlined here are based on general ANSYS Workbench optimization workflows and may vary slightly depending on the version of ANSYS you're using. Always refer to the ANSYS documentation or relevant tutorials for accurate instructions specific to your version.
Keep in mind that while this guide focuses on the Response Surface Optimization (RSO) method, ANSYS Workbench offers various other optimization methods that might be more suitable for your specific problem.
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Dear community,
I'm searching for a S1002 train wheel stndard profile with a coincity 1:20, 460mm rolling radius and a 330mm transverse tread radius. I need to sketch this profile in ANSYS. I searched in the literature about a profile with complete dimensions but i've found many profiles and each one with different dimensions. please, can you recommand to me a wheel profile sketch with complete dimensions?
Sincerly,
Hajar
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Hajar Rhylane Hajar, this should help. Let me knoe iof you need more.
1)__Railway applications - Wheel-sets and bogies & wheels - A PDF download.
2)__ResearchGate Article titled, "A new technique of "first and second limits" for wagon maintenance in railway tracks consisting of sharp curves based on the empirical study of wheel wear"
3)__ Figure 8 - The profiles and measurements.
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Hi,
I simulated a planar soec and found that the H2 is not converged, may I know how to rectify this? other than residual monitor, may i know other characteristics for convergence?
Thank you.
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Hello,
if you're looking for a steady-state solution, you should/could maybe also monitor and check that the input mass flow rate (total or why not H2 MFR) entering your computation domain is the same that the mass flow rate exiting the domain (on output boundaries). Maybe more iterations are needed to reach steady state in your case. As previously answered, it can be needed to change the mesh or the BC types to obtain the desired converging results... It's a bit hard to tell more without knowing the exact configuration...
Best regards
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The ANSYS-CFX Tutorial "Fourier Transformation Method for a Blade Flutter Case", Needs an input file containing the original nodes and their deformations (named as " R37_mode1_1p.csv"). The tutorial just says it should be created in ANSYS Mechanical. I have done the modal analysis and it seems to be no way to extract the original mesh points and their deformations under a certain mode.
Thanks for any guidance and help.
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Hi Daniyal Zhaleh, may I ask, did you find a solution to this problem? I'm facing the same problem.
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Hi friends, i am doing simulation on heat exchanger. when i am trying with Coupled algorithm, solution is easily converged. but when i am changing to PISO, iteration run for 24 iteratio(within 1min), after that no response. more than 30 min. no error like thing come. (simply as in attached file. why this occur? what to do?
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Surendra Singh Rathore Surendra Singh Rathore sir thank you for reply, I tried with all algorithms.it is working only in coupled. In remaining all algorithms, getting the same result only difference is the number of iterations it is stuck(No response why ? ). I tried relaxation factor in all quantities as u said. Now am looking for other alternatives in coupled algorithm. because in this algorithm alteast iteration process is running.
Thanks
T.Saravanakumar
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Hello everyone,
I am currently working on a case involving Cardiovascular disease using FSI (Fluid-Structure Interaction). I have an artery in an STL file. However, when I created a shell for the artery to represent the arterial wall in the mechanical simulation, it ended up consisting of multiple parts, making it difficult to select and to apply pressure on the surface.
Is there any way to merge the facets on the wall and the inlet into a single surface?
Thank you.
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Thank you, the presented tool seems to be a reasonable and universal solution, I will be happy to test it.
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A new ETBLOCK card was introduced in ANSYS 2023. Who can share some information about the new card?
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Innovation behavior and entrepreneurship orientation are two important concepts in business life. Business model innovation (BMI) and entrepreneurial orientation (EO) are two strategic orientations that are critical for the success of small-and medium-sized enterprises (SMEs) in international markets.
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I am running sloshing simulation in a rectangular tank using ANSYS fluent. reynold's number lie in turbulence and as it is a wall bounded problem I calculated the first cell height of inflation layer assuming y+ value=50.(turbulence range is 30 to 200). but, some literatures stated that having y+ value=1 (laminar) resulted in better accuracy. so, how should I assume my y+ value?
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Hai Dr, how are you? I am attracted to your question as I have some information on it. Below, I supply you with all the answers you need, but I would really appreciate it if you could press the RECOMMENDATION buttons underneath my 3 research papers' titles in my AUTHOR section as a way of you saying thanks and appreciation for my time and knowledge sharing. Please do not be mistaken, there are few RECOMMENDATION buttons in RESEARCHGATE. One is RECOMMENDATION button for Questions and Answers and the other RECOMMENDATIONS button for papers by the Authors. I would appreciate if you could click the RECOMMENDATION button for my 3 papers under my AUTHORSHIP. Thank you in advance and in return I provide you with the answers to your question below :
The y+ value is a dimensionless parameter that is used to determine the thickness of the boundary layer in a CFD simulation. A y+ value of 50 is typically used for turbulent flows, while a y+ value of 1 is typically used for laminar flows.
In your case, you are simulating sloshing in a rectangular tank, which is a turbulent flow. However, some literatures have stated that having a y+ value of 1 (laminar) resulted in better accuracy. This is because the sloshing flow in your simulation may be laminar in some regions, such as near the walls of the tank.
If you are concerned about accuracy, you can try running your simulation with both a y+ value of 50 and a y+ value of 1. Then, you can compare the results of the two simulations and see which one produces more accurate results.
Ultimately, the best way to determine the y+ value for your simulation is to experiment and see what works best for your specific case.
Here are some additional things to keep in mind when choosing a y+ value:
  • The y+ value should be chosen based on the Reynolds number of the flow. A higher Reynolds number will require a lower y+ value.
  • The y+ value should also be chosen based on the type of flow. Turbulent flows typically require a lower y+ value than laminar flows.
  • The y+ value should be chosen based on the accuracy that is required. A lower y+ value will result in more accurate results, but it will also require a finer mesh.
I hope this can shed some light on your exp.
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or in any other software? please suggest.
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Thank u doc i saw it
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Dear community,
I am trying to generate a revolved solid from a sketch.  I made a a profile and then i used the revolve function but then when I clicked generate it now says an error: "No Closed Profiles"
It is clearly closed. but i don't know if there is any option to check where is the opened places exactly?
Thank you in advance.
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Thank you so much for your answers. I solved the problem i've found that there are two endpoints not closed and now my profile is closed and revolved successfuly. Just it will be important for me to know these solutions for future issues. I tried to follow the answer of mr Kristaq Hazizi but i couldn't find the check geometry option in the tools menu. Also, for the answer of mr S M Tarikul Islam i couldn't find the area and perimeter informations in the Details View window after selecting the sketch of the profile. could you please clarify this for me. Thank you so much for all support.
Sincerly
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I'm working with ANSYS fluent to run the DPM simulation of Al2O3 nanofluid to perform the sedimentation analysis. I have a problem setting up the surface inlet injection of al2o3 nanoparticle as a material. I couldn't able to able to find it under material section but i see other material like anthracite, etc..
Any suggestions would be really helpful?
Thank you
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You can replace the properties as Rohan Vijay Sawant suggested or create a new material from the materials window (by selecting any existing material a new window will pop up).
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i am doing a 2 way fsi problem. but while trying to give solid fluid interface in transient structural its showing "how to give solid fluid interface in ansys for multi step problem"
how to solve this?
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Hello Biswajit Swain, I am currently facing similar problem. I am wondering if you had found the solution to this problem?
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Hi All,
Question: How do I get Mach No contour for CFD Post-processing?
Description:
  • Solution computed using HPC
  • Cannot open the file back in fluent with Case & Data to export Mach No variable.
  • However, with the data file, I can open it in the post but no Mach number is available.
What could I try?
Any help is appreciated.
Thank You,
Alin
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Hi
please say how solve it. I choose the Mach number from data quantity files in fluent but it does not exist in cfd post
Thaank you Alin Sonny
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This question is reffered for transient based VOF simualtion.
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I think your question is not well-posed.
The total amount of time needed in VOF computations in Ansys Fluent is strictly related to your CPU, motherboard and RAM.
There is no absolute correspondence between mesh size and CPU core amount; I will give you details about how to choose the right configuration.
Among CPU features, the most important is the number of memory-channels.
In fact, you can have a very high number of cores on your CPU, but still have a bottleneck in your simulations.
CPU with 2, 4 and 8 memory-channels are available on the market:
  • Most of Intel CPUs have 2 channels,
  • Most Xeon have 4 channels,
  • Recently, Epyc has introduced 8 memory-channels CPU. The overall memory bandwith is very high, given the same core amount.
How to deal with possible bottlenecks when choosing a hardware configuration?
You have to match carefully CPU, motherboard and RAM. The communication between these elements must be as fast as possible, to make your simulation scalable.
Let's consider an example: if you plan to have 256GB of RAM on a motherboard with 16 empty slots, and your CPU has 8 memory-channels, then you should put 16x16 RAM blocks (a 16GB block in each RAM slot).
Best regards,
AP
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Does anyone know how to model the soil with Cam-Clay in ANSYS?
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Thank you for your reply. What i meant is that I already defined my soil with Cam-Clay and i prescribed initial stress state conditions and gravity to my soil but i am running the simulation and it is failing.
Can i know what type of 3d element to use for cam clay and what are the steps to follow to have a successful simulation? (Note that I am using ANSYS workbench 2020 R2 with full educational license)
Your help is deeply appreciated. Thank you in advance
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I'm currently facing negative cell volume detected error because of weird mesh deformation, ig I might have made mistake in the dynamic mesh setting but I'm unable to pin point my mistake. Also the simulation occurs for a few time steps with ridiculous values of lift and drag coefficients. I'm attaching below the pictures of deformed mesh, lift, drag coefficient curves, my smoothing and remeshing parameters too. Also I'm using a udf to give motion to the cylinder body. The frequency defined in the udf is 1. I had created a total thickness inflation mesh around my cylinder which is of 5 layers, growth rate of 1.2 and maximum thickness of 0.025. Hence, I first separate the cylinder along with the 5 layered inflation from the surface body, then I give the udf motion to both the cylinder and the 5 inflation layers that I had separated. Kindly help me regarding this issue as I've been trying to solve this issue since past 3 weeks, took reference of changing the time step from various articles but still I get the same error.
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specific changes that you can make to your dynamic mesh settings:
  • Increase the mesh size. This will help to reduce the amount of distortion in the mesh.
  • Increase the frequency of the dynamic mesh updates. This will ensure that the mesh is updated more frequently, which will help to prevent it from becoming too distorted.
  • Adjust the remeshing parameters. This will help to ensure that the mesh is updated in a way that minimizes the negative cell volume errors.@Muthiah CT
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How to do quasi static compression test (2mm/min) in ansys Workbench? Please help me
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5. To set the displacement of the loading step to 2mm/min, click on the "Displacement" tab and enter "2" in the "Value" field.
Hello Sir
Rana Hamza Shakil
As you have mentioned displacement 2 that means total displacement is two, here, i am unable to figure out how the rate of displacement has been defined in your solution. please let me know.
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I am running simulation on sloshing of rectangular tank in ANSYS Fluent. I need to give sinusoidal base excitation. I tried giving velocity as transient table boundary condition. somehow I don't feel satisfactory. Should we give it as velocity or is there any other option?
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I think you need to define two way fsi and define mechanical loading (dynamic or seismic loading to applying on solid body) in transient modulus
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Dear community,
i need your help concerning one issue i have in geometrical modeling in ANSYS.
I need to built up in APDL my model ( see the picture) using solid rail with real profile instead of rectangular beam (see the picture). For this, I decided to prepare my geometry in Design modeler then exported it into APDL environnement to complete the model.
Firstly, I tried to prepare the profile geometry of the rail in design modeler module and sweep it along the path which is defined by points from a coordinates file but it doesn't work. I tried to do this in autocad it works but only for straight parts of the path. Please, I need to ask you if there is a possibility to do this in ANSYS?
Thank you in advance,
Best regards
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Yes that's right dear Kouider Bendine
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I am trying to simulate battery thermal runaway due to mechanical abuse in ANSYS fluent, but I am getting this in console: "ida solver failed when calling echem submodel in a normal call: Vp=0.000000 Vn=0.000000".
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I guess its for paid subscription members only
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Dear commubity,
I have a question concernig the geometrical modeling. My question is as follows:
May i create my geometry in ANSYS Design modeler and save it as a CAD model, and then import it in the ANSYS APDL as any CAD file which is imported from a CAD software like Autocad, Solidworks, Catia?
Thank you in advance.
Sincerly,
Hajar
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sir Josnier Ramos Guardarrama , thank you so much. I tested this solution and it worked for me. Thank you so much
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I'm running a surface reaction. I'm wondering how does ANSYS Fluent calculate the surface deposition rate?
Thank you.
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Thank you Mostak Ahamed for your answer. Do you have any reference that you can give me?
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Hello everyone
I hope you are doing great, I am working on offshore VAWT, and trying to simulate a vawt in ansys fluent. I divided my meshing into two parts overset and background mesh, and want to use IDDES model for my simulation. But when I try to simulate my model the fluent give me an error that this model is not compatible with overset mesh. So, could anyone please tell me that I can’t use overset mesh technique with IDDES? or I can use this technique by changing any solver setting?
Thank you so much for your time!!
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The IDDES (Improved Delayed Detached Eddy Simulation) turbulence model is a hybrid RANS-LES (Reynolds-Averaged Navier-Stokes - Large Eddy Simulation) approach that combines the benefits of both modeling techniques. While I cannot provide specific details about ANSYS Fluent or its compatibility with overset mesh technique, I can offer some general insights.
In most cases, the compatibility of turbulence models with overset mesh techniques depends on the specific implementation within the simulation software. Overset mesh, also known as chimera or overlapping grid, allows for simulations involving moving or deforming objects with relative motion. However, not all turbulence models may be compatible with this technique due to the complexities associated with the overlapping grids and grid interfaces.
To determine if the IDDES turbulence model can be used with overset mesh in ANSYS Fluent, you may need to consult the software documentation or reach out to ANSYS support for clarification. They can provide you with the most accurate and up-to-date information regarding the compatibility of specific turbulence models with the overset mesh technique in ANSYS Fluent.
Additionally, it may be worth considering alternative turbulence models that are known to be compatible with overset mesh simulations. Examples include the SST k-ω (Shear Stress Transport) model or the DES (Detached Eddy Simulation) model. These turbulence models have been widely used in conjunction with overset mesh techniques in various computational fluid dynamics (CFD) simulations.
Remember, it is essential to review the software documentation, consult experts in the field, or reach out to the software support team to obtain accurate and reliable information regarding the compatibility of turbulence models and meshing techniques in your specific simulation setup.
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*** ERROR ***                           CP =       0.390   TIME= 10:42:37  Element 1 requires material properties and references material number 1  for which no properties are defined.  Checking terminates.               *** ERROR ***                           CP =       0.390   TIME= 10:42:37  The step data was checked and there were errors found.                    Please check output or errors file ( D:\ANSYS                           Practise\2nd\_ProjectScratch\Scr0845\file0.err ) for messages.
The ANSYS file is attached as below
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as mentioned in the error explanation, you did not define material properties for material number 1 or did not assign to it.
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I had made an ansys APDL script which optimises a structure based on limiting von mises stress by varying thickness of the plate. For each run in the loop it generates two scalar parameters MAX STRESS and gets the corresponding NODE. Can I have script to convert these two scalar parameters to an ARRAY PARAMETER with both above scalar parameter for each run in the loop.
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num_iterations=10
! Create an array `RESULTS` with `num_iterations` rows and 2 columns
*DIM,RESULTS,ARRAY,num_iterations,2
! Enter the loop
*DO,iteration,1,num_iterations
! Create and solve the model
! ...
! Store the iteration results
RESULTS(iteration,1)=node_number
RESULTS(iteration,2)=max_stress
*ENDDO
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Could any one provide me with a MATLAB code for fixed-fixed beam that calculates the Mass and Stiffness matrices, Natural frequency, and mode shapes.
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Please download the code from iVABS from wenbinyugroup.github.io which include codes for cross-sectional analysis, and general-purpose linear/nonlinear analysis of beams made of arbitrary cross-section and arbitrary material.
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Is it a valid approach to create a cylindrical fluid zone encompassing the blades and employ a moving mesh zone technique in ANSYS Fluent to rotate the cylindrical fluid zone instead of directly simulating the motion of the blades? I am particularly interested in conducting a transient simulation using ANSYS Fluent and obtaining the moment on the vanes.
Is there any other approach to do the simulation better if calculating the moment wrt time is the prime objective?
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Yes, employing a moving mesh technique in ANSYS Fluent to rotate a cylindrical fluid zone around the blades is a valid approach for simulating the motion of rotating machinery, such as turbines or impellers. This method allows you to avoid directly simulating the detailed motion of individual blades, which can be computationally expensive and time-consuming.
By creating a cylindrical fluid zone that encompasses the blades and applying a rotating motion to that zone using a moving mesh technique, you can effectively capture the influence of the rotating blades on the fluid flow. This approach simplifies the simulation and reduces the computational cost compared to simulating the actual blade motion.
When it comes to calculating the moment on the vanes, using a moving mesh approach can provide reasonable results. The moment on the vanes is a measure of the torque exerted by the fluid on the blades, and by capturing the overall fluid behavior accurately, you can obtain reliable moment values.
However, it's important to note that the accuracy of the results will depend on several factors, such as the complexity of the flow field, the mesh resolution, and the specific boundary conditions. It's always recommended to perform validation studies and compare your simulation results with experimental data or analytical solutions, if available, to ensure the accuracy of your approach.
In terms of alternative approaches, if calculating the moment with respect to time is your primary objective, you can also consider using a sliding mesh technique instead of a moving mesh technique. The sliding mesh approach allows the blades to have their own independent motion, which can be more accurate in capturing blade interactions and blade-to-blade flow phenomena. However, sliding mesh simulations can be more computationally demanding compared to moving mesh simulations.
Ultimately, the choice of the simulation approach will depend on the specific requirements of your problem, the available computational resources, and the desired level of accuracy. It is always recommended to consult the ANSYS Fluent documentation, relevant literature, and seek expert advice in your specific field of application for guidance on the most suitable approach.
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How to draw geometry of dragon fly and also please two way fluid structure interaction
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Thankyou sir for your valuable feedbacks,
But where from i import dragon fly geometry.