Hi Bruno, I tried to use ScGeom for the Cpm model, in previous three commits (2374-2376). Macroscopic results look very differently (esp. resistance in compression, and also the failure pattern - in examples/concrete/dem3dof-scgeom.table) although contact-level behavior is more or less the same, modulo incremental effects (as it seems to me) -- figures can be obtained from scripts/test/cpm-dem3dof-scgeom.py.
Could you please check that Law2_ScGeom_CpmPhys_Cpm uses ScGeom correctly? I am only rotating shear displacement using the rotate function, then adding the current increment. Is that sufficient? I am not sure how prevNormal is used and so on. Cheers, Vaclav PS I might be out of mail in the following few days, sorry if I don't reply promptly. _______________________________________________ Mailing list: https://launchpad.net/~yade-dev Post to : [email protected] Unsubscribe : https://launchpad.net/~yade-dev More help : https://help.launchpad.net/ListHelp
