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I'm working on a constitutive model using umat in abaqus. There is a problem and can be described generally as follow:
A constant load is applied on beam elements, however, the elastic modulus decreases as a function of the axial strain of the element and loading time. In another words, the modulus will decrease when the umat is called at DTIME. I used STRESS=STRESS+DDSDDE*DSTRAN to update the stress, however, the result shows that the STRESS, STRAIN and DISPLACEMENT don't change since beginning.
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