Thanks for the reply.
The examples I tried have been similar to say a 1x1 block with a thickness of 20. I am only comparing the results from my FEA code and ABAQUS results so shouldnt the over-stiffening affect both results?
Hi guys,
I am writing my own MATLAB code for 2D linear quadrilateral finite elements. The code is complete and when I compare the values of nodal displacement I get from a problem with the values from the same problem in ABAQUS, they are the exact same for Plane Stress problems but different...