Re: [Yade-users] [Question #694531]: non linear shear: How to implement it?

Question #694531 on Yade changed: https://answers.launchpad.net/yade/+question/694531 Status: Answered => Open Rohit John is still having a problem: Thank you Jan and Bruno for your comments. >From Jan's comments Please correct me if I am wrong, does geom->rotate(espT) rotate the vector

[Yade-users] [Question #694548]: Unexpected PFacet Collision Physics

New question #694548 on Yade: https://answers.launchpad.net/yade/+question/694548 I am using Yade 2020.01a. The MWE below simulates the collision of two PFacets. After PFacet 1 (on the left) collides with PFacet 2 (on the right) unrealistic physical behavior is observed. I would expect PFacet

Re: [Yade-users] [Question #694531]: non linear shear: How to implement it?

Question #694531 on Yade changed: https://answers.launchpad.net/yade/+question/694531 Status: Open => Answered Bruno Chareyre proposed the following answer: Hi, In the context of CPM the espT can be seen as a proxy to current shear force Ft, since the model is linear. You could replace epsT

Re: [Yade-users] [Question #694273]: Using clump and micro-strain field

Question #694273 on Yade changed: https://answers.launchpad.net/yade/+question/694273 Status: Open => Expired Launchpad Janitor expired the question: This question was expired because it remained in the 'Open' state without activity for the last 15 days. -- You received this question

Re: [Yade-users] [Question #694531]: non linear shear: How to implement it?

Question #694531 on Yade changed: https://answers.launchpad.net/yade/+question/694531 Jan Stránský posted a new comment: > does the CPM model solve any of the problems you cited earlier, the one about defining large shear? Or does it assume it never encounters such large shear. it solves the

Re: [Yade-users] [Question #694531]: non linear shear: How to implement it?

Question #694531 on Yade changed: https://answers.launchpad.net/yade/+question/694531 Status: Solved => Open Rohit John is still having a problem: Dear Jan, Thanks for helping me with this problem. I went through the source code for CPM and I found that it is storing the shear increments

Re: [Yade-users] [Question #694531]: non linear shear: How to implement it?

Question #694531 on Yade changed: https://answers.launchpad.net/yade/+question/694531 Status: Answered => Solved Rohit John confirmed that the question is solved: Thanks Jan Stránský, that solved my question. -- You received this question notification because your team yade-users is an

Re: [Yade-users] [Question #694531]: non linear shear: How to implement it?

Question #694531 on Yade changed: https://answers.launchpad.net/yade/+question/694531 Status: Open => Answered Jan Stránský proposed the following answer: Ah, ok, I see, thanks for clarification. > Shear force uses an incremental formulation whereas normal force and moment uses an absolute

Re: [Yade-users] [Question #694513]: How to generate stress in PARAVIEW when the boulder dropped on the grains, and why my amount of grains model in PARAVIEW is not as much as in YADE simulation?

Question #694513 on Yade changed: https://answers.launchpad.net/yade/+question/694513 Status: Needs information => Solved Defri confirmed that the question is solved: Finally I have solved it...I am sorry for some repeating questions. I just need to run it 1st then I choose which .vtu I

Re: [Yade-users] [Question #694513]: How to generate stress in PARAVIEW when the boulder dropped on the grains, and why my amount of grains model in PARAVIEW is not as much as in YADE simulation?

Question #694513 on Yade changed: https://answers.launchpad.net/yade/+question/694513 Status: Open => Needs information Jan Stránský requested more information: > I just click "Run Script" in paraview why? Normally, you run the yade script with yade. The running exports some .vtk or .vtu