📄 4test.oofem.in.2
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4test.oofem.out.21D PETSc testlinearstatic nsteps 1 lstype 4 smtype 7domain 2dPlaneStressOutputManager tstep_all dofman_all element_allndofman 6 nelem 2 ncrosssect 1 nmat 1 nbc 2 nltf 1 nic 0node 1 coords 3 1.000000e+01 0.000000e+00 0.000000e+00 globNum 3node 2 coords 3 1.000000e+01 1.000000e+00 0.000000e+00 globNum 6node 3 coords 3 1.000000e+01 2.000000e+00 0.000000e+00 globNum 9node 4 coords 3 7.500000e+00 0.000000e+00 0.000000e+00 globNum 11 Shared partitions 1 3node 5 coords 3 7.500000e+00 2.000000e+00 0.000000e+00 globNum 12 Shared partitions 1 3node 6 coords 3 7.500000e+00 1.000000e+00 0.000000e+00 globNum 15 Shared partitions 1 3Planestress2D 1 nodes 4 4 1 2 6 globNum 4 boundaryLoads 2 2 2 crossSect 1 mat 1Planestress2D 2 nodes 4 6 2 3 5 globNum 6 boundaryLoads 2 2 2 crossSect 1 mat 1SimpleCS 1 thick 1.0 width 1.0IsoLE 1 d 1.0 E 300.e3 n 0.2 talpha 0.0BoundaryCondition 1 loadTimeFunction 1 prescribedvalue 0.0 ConstantEdgeLoad 2 loadTimeFunction 1 components 2 1.0 0.0 ndofs 2 loadtype 3ConstantFunction 1 f(t) 1.0#%BEGIN_CHECK% tolerance 2.e-6## check nodes#NODE tStep 1 number 1 dof 1 unknown d value 3.33333333e-05#NODE tStep 1 number 2 dof 1 unknown d value 3.33333333e-05#NODE tStep 1 number 3 dof 1 unknown d value 3.33333333e-05## check element strain vector#ELEMENT tStep 1 number 1 gp 1 record 0 component 1 value 3.3333e-06#ELEMENT tStep 1 number 1 gp 1 record 0 component 2 value -6.6667e-07#ELEMENT tStep 1 number 1 gp 1 record 0 component 6 value 0.0## check element stress vector#ELEMENT tStep 1 number 1 gp 1 record 1 component 1 value 1.0#ELEMENT tStep 1 number 1 gp 1 record 1 component 2 value 0.0#ELEMENT tStep 1 number 1 gp 1 record 1 component 6 value 0.0###%END_CHECK%
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