Simulating 'Bonded Contact' from ANSYS MechanicaI in ANSYS APDL Hi there, Im looking into the precision of making use of different element forms to model a particular framework. As a simple approximation believe of it as a beam divide into 3 horizontal sections. Proven in the diagram as best, middle amp; base level. (The center layer is usually very slim!) I have got modelled the framework in ANSYS Mechanical and obtained the results using Strong Brick Elements. Today I feel trying to produce the same model in ANSYS Vintage making use of a combination of Solid-SheIl and 8-node stone components. I possess all the loading conditions established up, but i'michael having a issue with get in touch with settings. In ANSYS Mechanical i utilized 'bonded' symmetric get in touch with on the places in contact. In APDL im trying to make use of the get in touch with wizard to perform the same, but dont know the friction coefficeints that would be comparable to that óf the 'bonded' get in touch with in mechanical. The model is not deforming how i would expect, if all the layers are bonded the construction should encounter bending challenges and displacement ón the LHS rather than the RHS.
I have a experience my get in touch with is not set up correctly. Any suggestions? suggestions? Many thanks
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