VMR049-PL3
VMR049-PL3
3D Plasticity Benchmark
Test Description
A block with length, height, and length L is constrained at Z = L in
the Y-direction and constrained in the X-direction when Z = L and Y ranges
from 0 to L. The block is displaced according to the given boundary conditions.
Results
Reference: Stress results are displayed for each step as the step is
incremented by 1 starting from 0 and ending at 12.
| Mechanical APDL | RATIO | INPUT |
SOLID185
SX 2.7470 1.0000 vmr049-pl3a-185
SY 0.2618 0.9991 vmr049-pl3a-185
SZ -3.0087 0.9999 vmr049-pl3a-185
SEFF 5.0000 1.0000 vmr049-pl3a-185
SOLID186
SX 2.7470 1.0000 vmr049-pl3a-186
SY 0.2618 0.9991 vmr049-pl3a-186
SZ -3.0087 0.9999 vmr049-pl3a-186
SEFF 5.0000 1.0000 vmr049-pl3a-186
SOLID187
SX 2.7470 1.0000 vmr049-pl3a-187
SY 0.2618 0.9991 vmr049-pl3a-187
SZ -3.0087 0.9999 vmr049-pl3a-187
SEFF 5.0000 1.0000 vmr049-pl3a-187
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| Mechanical APDL | RATIO | INPUT |
SOLID185
SX 1.9340 1.0000 vmr049-pl3b-185
SY -0.5406 0.9993 vmr049-pl3b-185
SZ -1.3934 1.0003 vmr049-pl3b-185
SEFF 2.9936 0.9999 vmr049-pl3b-185
SOLID186
SX 1.9340 1.0000 vmr049-pl3b-186
SY -0.5406 0.9993 vmr049-pl3b-186
SZ -1.3934 1.0003 vmr049-pl3b-186
SEFF 2.9936 0.9999 vmr049-pl3b-186
SOLID187
SX 1.9340 1.0000 vmr049-pl3b-187
SY -0.5406 0.9993 vmr049-pl3b-187
SZ -1.3934 1.0003 vmr049-pl3b-187
SEFF 2.9936 0.9999 vmr049-pl3b-187
SOLSH190
SX 1.9340 1.0000 vmr049-pl3b-190
SY -0.5406 0.9993 vmr049-pl3b-190
SZ -1.3934 1.0003 vmr049-pl3b-190
SEFF 2.9936 0.9999 vmr049-pl3b-190
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