📄 bar01.oofem.in
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bar01.oofem.outSerial test of explicit oofem computation#NlDEIDynamic nsteps 3 dumpcoef 0.0 deltaT 1.0domain 2dTruss#OutputManager tstep_all dofman_all element_allndofman 3 nelem 2 ncrosssect 1 nmat 1 nbc 2 nic 0 nltf 1#Node 1 coords 3 0. 0. 0. bc 2 1 1 Node 2 coords 3 0. 0. 2. bc 2 1 0 Node 3 coords 3 0. 0. 4. bc 2 1 0 load 1 2 Truss2d 1 nodes 2 1 2 mat 1 crossSect 1Truss2d 2 nodes 2 2 3 mat 1 crossSect 1SimpleCS 1 thick 0.1 width 10.0IsoLE 1 tAlpha 0.000012 d 10.0 E 1.0 n 0.2 BoundaryCondition 1 loadTimeFunction 1 prescribedvalue 0.0NodalLoad 2 loadTimeFunction 1 Components 2 0. 1.0ConstantFunction 1 f(t) 1.0#%BEGIN_CHECK% tolerance 1.e-8#NODE tStep 2.0 number 1 dof 2 unknown v value 0.0#NODE tStep 2.0 number 2 dof 2 unknown v value 1.25e-3#NODE tStep 2.0 number 3 dof 2 unknown v value 1.475e-1#NODE tStep 2.0 number 3 dof 2 unknown a value 9.5e-2###ELEMENT tStep 2.0 number 2 gp 1 record 1 component 1 value 5.e-2#%END_CHECK%
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