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geomechanical model
Posted 20.10.2009, 08:34 GMT-4 0 Replies
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I'm using comsol since several years. My question is the following ?
How (or who have done it) to implement a non-linear and non associated constituve model
in comsol. This consitituve model is not built in the framework of elastoplasticity but
defines a link by an incrementally (rate) non-linear relationship, beteween the stresses rate to the deformation rate.
Hello Farid Laouafa
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