Hi,
I am using ANSYS Mechanical APDL to do a non-linear analysis of a rectangular section hollow-box beam. I am using a stress-strain curve from previous tensile test to the material (structural steel), in the Mises isotropic hardening model.
I am also defining the Young's modulus value...
Hi,
I am using ANSYS Workbench to apply a triangular load at the top face (area) of a rectangular section hollow-box beam. However, I am not getting the expected results. Can anyone post a tutorial on how to do it properly? Alternatively, I can also post what is requested from me regarding the...
