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Message #04205
Re: Capillary Triaxial test
Hello,
in the situation you are (did you compacted the sample with
autoCompressionActivation=True? I guess yes.) you can:
- go back and make a sample compaction with
autoCompressionActivativation=False. This will not automatically save
the simulation after the compaction phase. But with few lines you can do
it by python scripting:
triax.autoCompressionActivation=False
while 1:
O.run(10000,True)
if triax.unbalancedForce<0.0001:
break
O.save('CompactedSample.xml')
- if you want to use the .xml you already have, the only to force the
code to NOT load traxially, is to put:
triax.currentState=1
(https://www.yade-dem.org/sphinx/yade.wrapper.html?highlight=currentstate#yade.wrapper.TriaxialCompressionEngine.currentState)
triax.autoCompressionActivation=False
which is much less elegant, but should work for your needs.
Bye, Emanuele.
On 03/15/2011 01:47 PM, Latifa Elghezal wrote:
Hello,
In fact, what I want to do is to load the xml file generated after
compaction under isotropic stresses with a python file (in which, I
vary capillary pressure each 10000 iterations) and running it without
triaxial loading, in order to observe this variation's effect on the
sample's behavior. (if I delete the triaxial compression engine, a
segmentation error was generated).
Best regards,
Latifa El Ghezal
2011/3/15 Latifa El Ghezal <latifa.elghezal@xxxxxxxxx
<mailto:latifa.elghezal@xxxxxxxxx>>
Hello,
I would like to ask, if it is possible to use Capillary Triaxial test
preprocessor without applying deviatoric stresses. I just tried to
assign all 'wall activated = 1' but I still have a heavy increase
in the
sigma1 values comparing to sigma3 ones.
Best regards,
Latifa El Ghezal
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Emanuele Catalano
Doctorant - Laboratoire Sol, Solides, Structures et Risques
Institut polytechnique de Grenoble
Tel : 04 56 52 86 49
References