Imperfection by APDL function
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Dear Fellows,
I am trying to find the maximum compresion load for single and stiffened plates. I know that imperfections in the non linear static analysis might be introduced from a previous lineal buckling analysis, however I wish to perform the non linear static analysis directly (without running the linear buckling) introducing an imperfection with sinusoidal form such as
" target="blank">Nonlinear Buckling Analysis of a Slender Column using ANSYS Mechanical APDL - YouTube
7.2. Performing a Nonlinear Buckling Analysis (ansys.com)
Regards Ashish Khemka
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