Re: [Yade-users] [Question #406523]: Cylinders and law2_ScGeom_ViscElPhys_Basic

2016-12-08 Thread Bruno Chareyre
Question #406523 on Yade changed:
https://answers.launchpad.net/yade/+question/406523

Status: Open => Answered

Bruno Chareyre proposed the following answer:
>Am I right if I say that cylinders are not independant objects and are
made of gridConnection and gridNode ? If yes, is there another element
entering inside the construction ?

Yes, correct. And no other element.

>For the bounding box, I have two possibilities:
Bo1_GridConnection_Aabb() or Bo1_Cylinder_Aabb()

No, Bo1_Cylinder_Aabb() is not an option because it is for the shape
Cylinder (which gridConnexion generalized without direct inheritance).

>but this create a ScGridCoGeom6D instance. Is it equivalent to ScGeom

Yes, ScGridCoGeom6D inherits from (i.e. "is a") ScGeom.

Bruno

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Re: [Yade-users] [Question #406569]: Triaxial test on Cylinder Sample

2016-12-08 Thread Seti
Question #406569 on Yade changed:
https://answers.launchpad.net/yade/+question/406569

Seti confirmed that the question is solved:
Thanks Jan Stránský, that solved my question.

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Re: [Yade-users] [Question #406569]: Triaxial test on Cylinder Sample

2016-12-08 Thread Seti
Question #406569 on Yade changed:
https://answers.launchpad.net/yade/+question/406569

Status: Answered => Solved

Seti confirmed that the question is solved:
Hi Jan,


Thank so much for prompt reply. 

Cheers

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Re: [Yade-users] [Question #406569]: Triaxial test on Cylinder Sample

2016-12-08 Thread Seti
Question #406569 on Yade changed:
https://answers.launchpad.net/yade/+question/406569

Seti posted a new comment:
and cohesion between grains/spheres ?

Thanks

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Re: [Yade-users] [Question #406569]: Triaxial test on Cylinder Sample

2016-12-08 Thread Jan Stránský
Question #406569 on Yade changed:
https://answers.launchpad.net/yade/+question/406569

Status: Open => Answered

Jan Stránský proposed the following answer:
Hi Seti,
to control confining loading, you simply set different value of force to
the facets [1].
In the script, first the confining pressure is prescribed and then axial
deformation is prescribed (i.e. confining pressure is constant and axial
stress changes). But it should be no problem to add two walls at top and
bottom of the specimen, and prescribe force both to facets and the walls to
get desired loading stress (hence control confining and deviatoric loading).
Stiffness is controlled by young and poisson parameters.
cheers
Jan

[1]
https://github.com/yade/trunk/blob/master/examples/concrete/triax.py#L143

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[Yade-users] [Question #406569]: Triaxial test on Cylinder Sample

2016-12-08 Thread Seti
New question #406569 on Yade:
https://answers.launchpad.net/yade/+question/406569

Hi All,

I need to know how to model/control  deviatoric and confining loading, 
stiffness( Ks,Kn,M ,...) through below script.

 https://github.com/yade/trunk/blob/master/examples/concrete/triax.py


Thanks for you assist 



Cheers,
Seti

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