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January 12, 2017, 15:10 |
contact stiffness
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#1 |
New Member
Tim Greulich
Join Date: Jan 2017
Posts: 3
Rep Power: 9 |
Hi everyone,
i just want to design this model in mechanical by using ansys workbench. After finishing all beams and the four joints i wonder how i can implement the longitudinal and tangential stiffness for the pane in the middle. both have the same value with 2kN/cm until now i connected the beams and the pane with full compund. i think there must be a simple APDL command for assigning an absolute stiffness value... for the pane i used a shell element and the beams are 2d beams with an assigned square cross section. thanks a lot i use workbench 17.1 Last edited by probx; January 15, 2017 at 14:39. |
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Tags |
apdl, contact, stiffness |
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