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Problem in using Hypoplastic model for sand in Abaqus

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Isam.

Geotechnical
Jan 31, 2023
4
Hello,
I am using the UMAT code for sand hypoplasticity provided by Prof. Masin — I am simulating Axisymmetric condition in Abaqus. To check the results given by the hypoplastic model for sand. I started with a simple model. I have two steps: Geostatic step and pressure step. The parameters used as shown in the figure (Depvar=13). I added permeability for the soil because I need it.

The problem is when I run the model using the UMAT code, it completes without showing/implementing any step calculation and no results will be found. When I use one of the materials models built in Abaqus, the model runs correctly. What is the issue. could you Please help !!.

Thanks in advance.
Isam
 
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Try using this subroutine in a single element test with minimum complexity. You can find exemplary input files in Abaqus Verification Guide.
 
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