Hi,
I have been using abaqus for my analysis until now. However, a limitation in the program prevents adaptive meshing of beam elements. This is crucial for me as the results from analysis are seen to be highly dependent on the mesh size used.
I am hoping that Ansys does not have such a limitation. I would be glad if someone can confirm that?
The type of analysis I am doing is is seen the image.
Thanks,
SKR3178
I have been using abaqus for my analysis until now. However, a limitation in the program prevents adaptive meshing of beam elements. This is crucial for me as the results from analysis are seen to be highly dependent on the mesh size used.
I am hoping that Ansys does not have such a limitation. I would be glad if someone can confirm that?
The type of analysis I am doing is is seen the image.
Thanks,
SKR3178