Material: HOKq=1/16 E=1.0 n=0.3
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Material: HYPq=100/16 E=250. n=0.3
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Material: EPE, EPSq=1650/16 E=210000 n=0.3 syield=240
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The data is the same as for plane strain problems.
q=1450/16
E=210000
n=0.3
syield=240
Material: HOKq=0.1/16 E=1.0 n=0.3
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Material: HYPq=10/16 E=250. n=0.3
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Material: EPE, EPSq=140/16 E=210000 n=0.3 syield=240
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Material: HOKq=8/(8×16) E=1.0 n=0.3
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Material: HYPq=800/(8×16) E=250. n=0.3
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Material: EPE, EPSq=12000/(8×16) E=210000 n=0.3 syield=240
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