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Re: Undrained Traiaxial Test

 

I would say that the simplest is to control in strain only (set stressControl_1=stressControl_2=stressControl_3=False), and to set directly values of strain_rate1, strain_rate2, strain_rate3 such that
strain_rate1+strain_rate2+strain_rate3=0

What do you think about this ?

Jerome


nejib hadda a écrit :
Hi Jerome,

  I'm using the ThreeDtriaxialengine, and it gives the possibility to
control in stress and strain at the same time. And using your notation
downhere, I would like to make E22 and E33 follow E11 in such a way that
Ev=0.


Le jeudi 15 avril 2010 à 16:04 +0200, Jerome Duriez a écrit :
Hello Nejib,
From a general point of view if we note 1(=axial for ex), 2,3 (=laterals) the directions of the space, L1, L2, L3 the size of your specimen in these three directions, and v1, v2 and v3 the speeds at which you displace your walls in these three directions I would say that you will be at a constant volume if you keep v1/L1 + v2/L2 + v3/L3 =0 (No more stress control by this way, your test will be fully strain controlled)

Jerome

nejib hadda a écrit :
Hi,

I like to make the sum of the lateral strains equal to the opposite of
the axial strain so that the volumetric strain is null (Undrained
triaial test).
stains' computing depend on the 3 axes, is it possible to compute the
lateral strains function of the axial one (stress controlled) or it
would have an impact on the results?

if not, I'll appreciate any other alternative to perform an undrained
triaxial test.

thanks
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--
Jérôme Duriez
ATER Iut 1 Grenoble, département GMP - Laboratoire 3S-R
04.56.52.86.49 (ne pas laisser de messages sur le répondeur)


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