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Hello to all of you! I have a question about my simulation in TRANSIENT STRUCTURAL ANALISYS WORKBENCH with more contacts non linear. In my simulation I have a simulation dynamic of 9 seconds in that there are many body flexible and rigid, and from the results of VonMises equivalent stress I...

Thanks to the "sk_cheah" response, I also thought of making the flexible bodies, but the computation time is greatly lengthen and also the convergence is not favored .This analysis was done for all steel bodies and now I'm trying with all components in different materials, with "Bilinear...

Maybe you can try in Analysis Settings>Output Controls> Nodal Forces>Yes [bigsmile]

Goodmorning everyone, when throwing the Transient structural simulation, I always get this message and network I can not find any solution. I attach the photos to this discussion.http://files.engineering.com/getfile.aspx?folder=68e6e2d4-e980-4fe2-866b-a8d275f5c95d&file=Problem.png

Good day to all users of Eng-Tips.com! [bigsmile] I wanted to ask a question regarding the "Modal Analysis in ANSYS Workbench". Given the fact that I have an assembly of many components, then I thought about doing a modal analysis since then I'm going to give a load with forcing time-dependent...

Hi, I'm working on an assembly in suite Rigid Dynamics in Workbench suite of Ansys. In suite Rigid Dynamics, being rigid members in connections i've set the simulation with only joint and springs connections(altough the simulation that I've set in Static Analyses is NonLinear). Should I use both...