------------------------------------------------------------ revno: 3880 committer: Jan Stransky <jan.stran...@fsv.cvut.cz> timestamp: Wed 2016-06-01 08:11:35 +0200 message: Fixed Law2_Cpm default parameter to keep backward compatibility (question #294657) modified: pkg/dem/ConcretePM.hpp
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=== modified file 'pkg/dem/ConcretePM.hpp' --- pkg/dem/ConcretePM.hpp 2016-05-13 13:07:22 +0000 +++ pkg/dem/ConcretePM.hpp 2016-06-01 06:11:35 +0000 @@ -279,7 +279,7 @@ ((Real,yieldLogSpeed,.1,,"scaling in the logarithmic yield surface (should be <1 for realistic results; >=0 for meaningful results)")) ((Real,yieldEllipseShift,NaN,,"horizontal scaling of the ellipse (shifts on the +x axis as interactions with +y are given)")) ((Real,omegaThreshold,((void)">=1. to deactivate, i.e. never delete any contacts",1.),,"damage after which the contact disappears (<1), since omega reaches 1 only for strain →+∞")) - ((Real,epsSoft,((void)"approximates confinement -20MPa precisely, -100MPa a little over, -200 and -400 are OK (secant)",-3e-3),,"Strain at which softening in compression starts (non-negative to deactivate)")) + ((Real,epsSoft,((void)"approximates confinement (for -3e-3) -20MPa precisely, -100MPa a little over, -200 and -400 are OK (secant)",-std::numeric_limits<Real>::lowest()),,"Strain at which softening in compression starts (non-negative to deactivate). The default value is such that plasticity does not occur")) ((Real,relKnSoft,.3,,"Relative rigidity of the softening branch in compression (0=perfect elastic-plastic, <0 softening, >0 hardening)")), /*ctor*/, .def("yieldSigmaTMagnitude",&Law2_ScGeom_CpmPhys_Cpm::yieldSigmaTMagnitude,(py::arg("sigmaN"),py::arg("omega"),py::arg("undamagedCohesion"),py::arg("tanFrictionAngle")),"Return radius of yield surface for given material and state parameters; uses attributes of the current instance (*yieldSurfType* etc), change them before calling if you need that.")
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