Inertia Relief Analysis - with SUPORT boundary conditions
Hi there
I am performing inertia relief analysis in simsolid. Looking for option how to setup SUPORT boundary conditions or virtual constraints.
How simsolid results compare when the user specify boundary conditions against other solver
I tried to solve the model with inertia relief without boundary conditions assuming the solver assumes
I have the following warning message before submitting the job for analysis
Answers
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Hi,
You can ignore this warning and proceed to run the solution. SimSolid will run with the inertia relief approach.
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Girish
thank you for your inputs. Before I work on my actual problem I tried on the simple part to see how close the results are wrt to other solvers
- I used nastran as the solver with auto-support (param,inrel,-2) enabled where the system picks the bcs here and solved for inertia relief
- I applied 100N on each mount in the vertical direction
- I solved in simsolid as would like to know why there is a difference in stress. I also got few inputs from altair support where the solution settings needs to be tweaked but still the stress results are not close.
- I am interested if the % error is minimal . but its not in my case
- Below are my plots for your reference
Loads
Nastran Stress plot (Vonmises)
Simsolid Stress plot (Vonmises)
what are the optimum settings I need to use . How I know my optimized settings ?
I also tried custom settings as suggested , the results are not close
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Hi Srinivas,
Do you have two elements through the thickness? Are you using second order tetras in Nastran?
Can you also try to refine the result plot on the long frame in SimSolid?
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Girish Mudigonda_21018 said:
Hi Srinivas,
Do you have two elements through the thickness? Are you using second order tetras in Nastran?
Can you also try to refine the result plot on the long frame in SimSolid?
Hi girish
what do you meant by refine the result plot ?
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Do we have any verification problem in inertia relief against optistruct (inertia relief) ?
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Hi girish
what do you meant by refine the result plot ?
When you have the contour plotted, right-click on the plot to refine the result plot.
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Girish Mudigonda_21018 said:
Hi Srinivas,
Do you have two elements through the thickness? Are you using second order tetras in Nastran?
Can you also try to refine the result plot on the long frame in SimSolid?
Yes I am using second order elements in Nastran
I tried to refine the plot in the simsolid , not much difference though in the stress contour or magnitude of stress
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Yes I am using second order elements in Nastran
I tried to refine the plot in the simsolid , not much difference though in the stress contour or magnitude of stress
Can you please try to send the model to support, so someone can take a closer look and help here?
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