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Hi all,
I am stuck with a problem while starting to learn programming UEL in FEAP.
As a starting point, I programmed Isotropic Linear Elastic element (3D 8 node linear interpolation/shape functions), with one-point integration.
Before running this UEL, I wrote a simple 8 element input file and used FEAP standard Solid element (ELAStic, ISOtropic), the results for this input file were nice.
However when I ran the analysis for this input file with my UEL (USER 04), the displacements were unbelievable (x10^16).
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