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Post-Peak behavior in Mohr-Coulomb material

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Amin759

Geotechnical
Jan 20, 2014
1
Hi everyone,

I want to simulate uniaxial compressive test for rock samples. I use single element test to obtain my desired stress-strain curve by a one 1x1 element and Mohr-Coulomb material, but as I increase the number of the elements to simulate a more detailed one, the post peak behavior become very steep. Can anyone help me? (my input file is attached)
 
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