Hourglassing and Shear locking
Hello,
My question is about using second order elements in a 3D problem. Imagine that we are appling bending moment on a beam. If we only use 1element in the thickness, I dont understand why:
1) in reduced integration element (C3D20R) we still have hourglassing
2) in full integration element (C3D20) we still have shear locking.
Thanks