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Problem in using Hypoplastic model for sand in Abaqus

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Isam.

Geotechnical
Joined
Jan 31, 2023
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4
Location
US
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
 
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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