09-27-2020, 10:35 PM
It's glad to see that so many people are still working on Nastran95. I recently wrote a finite element program framework in Python to complete the DKT Element. During the work, the Nastran-95 gave me a lot of useful information.
Currently, I am developing the beam element. There is only Bar element in Nastran-95, whose shear center coincides with centroid.
I want to know if there is any way to derive the beam element matrix with flexure torsion longitudinal uncoupled matrix?
Thanks for your reply.
Currently, I am developing the beam element. There is only Bar element in Nastran-95, whose shear center coincides with centroid.
I want to know if there is any way to derive the beam element matrix with flexure torsion longitudinal uncoupled matrix?
Thanks for your reply.