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[Jan Stránský <question212881@xxxxxxxxxxxxxxxxxxxxx>]

Question #212881 on Yade changed:
https://answers.launchpad.net/yade/+question/212881

    Status: Open => Answered

Jan Stránský proposed the following answer:
Hi,

There were two main reasons why I did Peri3dController:

1) to learn programming
2) to be able to prescribe stress/strain in global coordinate system also
on rotated cell
3) to be able to prescribe also shear stresses

the first item is irrelevant, the second is easily implementable (if you
agree I can try to implement it to PeriTriaxController) and maybe also the
third item can be added to PeriTriaxController..

Jan


2012/10/31 Chareyre <question212881@xxxxxxxxxxxxxxxxxxxxx>

> New question #212881 on Yade:
> https://answers.launchpad.net/yade/+question/212881
>
> Hi,
>
> I'm not sure how to compare those two engines. What are the reason to
> choose one instead of the other?
> The question is mostly for Jan, but I'm opening the discussion here since
> many users may face this choice.
> Feedback from other users of these engines is welcome.
>
> This is what can be done in a simulation with  PeriTriaxController:
> - all 9 components of the velocity gradient can be user defined (actually,
> it doesn't need a controller at all)
> - 3 components of the final strain can be prescribed: exx, eyy, ezz
> - 3 stress components can be prescribed: sxx, syy, szz (obviously, we
> can't impose at he same time exx and sxx)
>
> - The stress can be controlled with two different algorithms:
> * static algorithm: de = ds / E, where ds is the difference (goal -
> currentStress) and E is a stiffness evaluated from the current contact list
> (estimating E is the tricky part and weakness of the algorithm in the
> general case, the definition should depend on the contact law and other
> things, is has no exact definition to this date in the general case)
> * dynamic algorithm d²e/dt² = ds/m, where "m" is user defined mass. More
> robust than the previous one (works whatever the contact law), but needs m
> to be defined carefully.
>
> Typical situations where PeriTriax can be used are triaxial-like loading
> paths, but it is also possible to use it in simple shear with imposed
> vertical pressure.
>
> What are the situations covered by Peri3D only?
> Is it easier or more difficult to use Peri3D instead of PeriTriax?
>
>
>
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