← Back to team overview

yade-dev team mailing list archive

[Branch ~yade-pkg/yade/git-trunk] Rev 3995: Correction of mispelling in example script name of one Law2

 

------------------------------------------------------------
revno: 3995
committer: Jerome Duriez <jerome.duriez@xxxxxxxxxxxxxxx>
timestamp: Wed 2014-05-28 10:17:25 +0200
message:
  Correction of mispelling in example script name of one Law2
modified:
  pkg/dem/NormalInelasticityLaw.hpp


--
lp:yade
https://code.launchpad.net/~yade-pkg/yade/git-trunk

Your team Yade developers is subscribed to branch lp:yade.
To unsubscribe from this branch go to https://code.launchpad.net/~yade-pkg/yade/git-trunk/+edit-subscription
=== modified file 'pkg/dem/NormalInelasticityLaw.hpp'
--- pkg/dem/NormalInelasticityLaw.hpp	2011-05-11 09:40:28 +0000
+++ pkg/dem/NormalInelasticityLaw.hpp	2014-05-28 08:17:25 +0000
@@ -33,7 +33,7 @@
 
 	YADE_CLASS_BASE_DOC_ATTRS_CTOR(Law2_ScGeom6D_NormalInelasticityPhys_NormalInelasticity,
 				LawFunctor,
-				"Contact law used to simulate granular filler in rock joints [Duriez2009a]_, [Duriez2011]_. It includes possibility of cohesion, moment transfer and inelastic compression behaviour (to reproduce the normal inelasticity observed for rock joints, for the latter).\n\n The moment transfer relation corresponds to the adaptation of the work of Plassiard & Belheine (see in [DeghmReport2006]_ for example), which was realized by J. Kozicki, and is now coded in :yref:`ScGeom6D`.\n\n As others :yref:`LawFunctor`, it uses pre-computed data of the interactions (rigidities, friction angles -with their tan()-, orientations of the interactions); this work is done here in :yref:`Ip2_2xNormalInelasticMat_NormalInelasticityPhys`.\n\n To use this you should also use :yref:`NormalInelasticMat` as material type of the bodies.\n\n The effects of this law are illustrated in examples/normalInelasticityTest.py",
+				"Contact law used to simulate granular filler in rock joints [Duriez2009a]_, [Duriez2011]_. It includes possibility of cohesion, moment transfer and inelastic compression behaviour (to reproduce the normal inelasticity observed for rock joints, for the latter).\n\n The moment transfer relation corresponds to the adaptation of the work of Plassiard & Belheine (see in [DeghmReport2006]_ for example), which was realized by J. Kozicki, and is now coded in :yref:`ScGeom6D`.\n\n As others :yref:`LawFunctor`, it uses pre-computed data of the interactions (rigidities, friction angles -with their tan()-, orientations of the interactions); this work is done here in :yref:`Ip2_2xNormalInelasticMat_NormalInelasticityPhys`.\n\n To use this you should also use :yref:`NormalInelasticMat` as material type of the bodies.\n\n The effects of this law are illustrated in examples/normalInelasticity-test.py",
 				((bool,momentRotationLaw,true,,"boolean, true=> computation of a torque (against relative rotation) exchanged between particles"))
 				((bool,momentAlwaysElastic,false,,"boolean, true=> the part of the contact torque (caused by relative rotations, which is computed only if momentRotationLaw..) is not limited by a plastic threshold"))
 				,