📄 4test.oofem.in
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4test.oofem.out1D PETSc testlinearstatic nsteps 1 lstype 4 smtype 7domain 2dPlaneStressOutputManager tstep_all dofman_all element_allndofman 15 nelem 8 ncrosssect 1 nmat 1 nbc 2 nltf 1 nic 0node 1 coords 3 0.000000e+00 0.000000e+00 0.000000e+00 bc 2 1 1node 2 coords 3 5.000000e+00 0.000000e+00 0.000000e+00node 3 coords 3 1.000000e+01 0.000000e+00 0.000000e+00node 4 coords 3 0.000000e+00 1.000000e+00 0.000000e+00 bc 2 1 0node 5 coords 3 5.000000e+00 1.000000e+00 0.000000e+00node 6 coords 3 1.000000e+01 1.000000e+00 0.000000e+00node 7 coords 3 0.000000e+00 2.000000e+00 0.000000e+00 bc 2 1 0node 8 coords 3 5.000000e+00 2.000000e+00 0.000000e+00node 9 coords 3 1.000000e+01 2.000000e+00 0.000000e+00node 10 coords 3 2.500000e+00 0.000000e+00 0.000000e+00node 11 coords 3 7.500000e+00 0.000000e+00 0.000000e+00node 12 coords 3 7.500000e+00 2.000000e+00 0.000000e+00node 13 coords 3 2.500000e+00 2.000000e+00 0.000000e+00node 14 coords 3 2.500000e+00 1.000000e+00 0.000000e+00node 15 coords 3 7.500000e+00 1.000000e+00 0.000000e+00Planestress2D 1 nodes 4 1 10 14 4 crossSect 1 mat 1Planestress2D 2 nodes 4 10 2 5 14 crossSect 1 mat 1Planestress2D 3 nodes 4 2 11 15 5 crossSect 1 mat 1Planestress2D 4 nodes 4 11 3 6 15 crossSect 1 mat 1 boundaryLoads 2 2 2Planestress2D 5 nodes 4 5 15 12 8 crossSect 1 mat 1Planestress2D 6 nodes 4 15 6 9 12 crossSect 1 mat 1 boundaryLoads 2 2 2Planestress2D 7 nodes 4 4 14 13 7 crossSect 1 mat 1Planestress2D 8 nodes 4 14 5 8 13 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 reactions #REACTION tStep 1 comNumber 1 dof 1 value -0.5#REACTION tStep 1 comNumber 4 dof 1 value -1.0#REACTION tStep 1 comNumber 7 dof 1 value -0.5## check all nodes#NODE tStep 1 number 3 dof 1 unknown d value 3.33333333e-05#NODE tStep 1 number 6 dof 1 unknown d value 3.33333333e-05#NODE tStep 1 number 9 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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