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BEAM6P1

Mesh: Four quadrilaterals--see appendix A.1.

Material properties: $E=2\times 10^5$ MPa, $\nu=0.3$, $\sigma_Y=200$ MPa,
Prandtl-Reuss-von Mises model.

Support: All the nodes fixed, $\epsilon_{zz}=\epsilon_0$.

Loading: $\epsilon_0=-2.666\times10^{-3}$.

Solution: A generalized plane strain condition with $\epsilon_{zz}\ne 0$ is precribed by setting   KSS = 1 and $\verb*\vert epszk\vert=\epsilon_0$ in the I1, I2 input files, respectively.

Execute from prompt:
>rmd2 beam6p1.I1
>rpd2 beam6p1.I2
>srh2 beam6p1.I3
>fefs beam6p1.I4
>hpp2 beam6p1.IP
>hpls beam6p1.IL
>str2 beam6p1.I5

• INPUT
• OUTPUT