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Message #02947
Re: UniaxialTest
2010/4/30 Václav Šmilauer <eudoxos@xxxxxxxx>
>
> Try with Law2_Dem3DofGeom_FrictPhys_Basic, that will show you if the
> problem is in your law (which I suppose) or elsewhere.
>
> with this law I can run just compression,
before I run it and posted its graph to you, in this law there isn't any
cohesion then Sigma is zero.
> Try also to go down with strain rate (10x or 100x at least). You might
> be just ripping off the support in tension due to inertial forces, for
> instance, while you compress the whole bulk.
>
> I have checked it for lower strain rate, I try it again.
Nasibeh
Follow ups
References
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UniaxialTest
From: Nasibeh Moradi, 2010-04-29
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Re: UniaxialTest
From: Václav Šmilauer, 2010-04-30
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Re: UniaxialTest
From: Nasibeh Moradi, 2010-04-30
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Re: UniaxialTest
From: Václav Šmilauer, 2010-04-30
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Re: UniaxialTest
From: Nasibeh Moradi, 2010-04-30
-
Re: UniaxialTest
From: Václav Šmilauer, 2010-04-30
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Re: UniaxialTest
From: Nasibeh Moradi, 2010-04-30
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Re: UniaxialTest
From: Václav Šmilauer, 2010-04-30
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Re: UniaxialTest
From: Nasibeh Moradi, 2010-04-30
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Re: UniaxialTest
From: Václav Šmilauer, 2010-04-30