Luc Sibille a écrit : > I think I missed something in the definition of the walls for the > TriaxialTest: why do you need to attribute a thickness to the wall? > Because they are not walls, they are boxes with finite length/depth/thikness and mass. They can be dynamic, unlike the "walls" we use usually, which are infinite planes (they can also have contacts on each of 6 faces). We should implement infinite walls in fact, as they would take less time for contact detection.
In ElasticContactLaw.cpp, why the code with 'approximated rotations' is used, or in other words, is there a particulier reason to comment the code with 'exact rotations' ? "Approximated rotation" is much faster (this is Janek's work). Having the exact version commented (rather than nothing) is good, so you can always switch to exact rotations by commenting/uncommenting each method and benchmarking. Going back to marking students, so borring!... Bruno > Thanks, > > Luc > > -- _______________ Chareyre Bruno Maitre de conference Institut National Polytechnique de Grenoble Laboratoire 3S (Soils Solids Structures) - bureau E145 BP 53 - 38041, Grenoble cedex 9 - France Tél : 33 4 56 52 86 21 Fax : 33 4 76 82 70 43 ________________ _______________________________________________ Yade-users mailing list [email protected] https://lists.berlios.de/mailman/listinfo/yade-users
