📄 bar.ctrl
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bar.oofem.out1D test## note this example cannot be processed by run_problem# because imperfection must be made in input file#nonlinearstatic nsteps 15 rtolv 0.0001 MaxIter 200 reqIterations 80 manrmsteps 10 stiffMode 1 controllmode 0 psi 0.0 renumber 0 hpcmode 1 hpc 2 2 1 stepLength 1.0 lstype 4 smtype 7domain 1dTrussOutputManager tstep_all dofman_all element_all1 2 2 2SimpleCS 1 thick 1.0 width 1.0idm1 1 d 1.0 E 1.0 n 0.2 e0 1.0 ef 5.0 equivstraintype 1 talpha 0.0idm1 2 d 1.0 E 1.0 n 0.2 e0 0.97 ef 5.0 equivstraintype 1 talpha 0.0BoundaryCondition 1 loadTimeFunction 1 prescribedvalue 0.0NodalLoad 2 loadTimeFunction 1 components 1 1.0ConstantFunction 1 f(t) 1.0PiecewiseLinFunction 2 nPoints 2 t 2 0.0 1000.0 f(t) 2 1.0 1001.0#%BEGIN_CHECK% tolerance 1.e-3#NODE number 2 dof 1 unknown d#REACTION comNumber 1 dof 1#%END_CHECK%vertex 1nodeprop bc 1 1vertex 2nodeprop load 1 2curve 1elemprop mat 1 crossSect 1elemtype truss1d
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