Is there Hardening Soil Model in Abaqus?
Tags: abaqus Hardening Soil Model Oedometer TestRelated Articles
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Shear Stiffness Calculation for Hypoplastic Model
Hi David, I have reproduced some single elements test on ABAQUS using the UMAT to compare with Triax Hypoplasticity. So far, my stiffness curve (q vs ea) and my stress […] -
UMAT for Creep-SCLAY model.
Does anyone have the UMAT for the Creep-Clay model to be implemented in Abaqus? -
matlab driver
Hi everyone. When i try to run the matlab driver I get the following error, how can i sove it ? (The constructor for class ‘update’ must return only one […] -
Question on implementation of sand hypoplastic model with Abaqus umat
Dear all, I am a PhD student in China University of geosciences. Recently, I have been working on the simulation of a pile-soil interaction with Abaqus. I simulate the sand […] -
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Input files for element tests for hypoplastic clay/sand UMAT
I’m interested in using the model for simulating excavations in clay, where the small strain modulus is important, and the analysis has to be transient consolidation. It would be helpful […] -
Automatic calibration software ExCalibre has been launched
On behalf of the team of developers I am happy to announce that, after more than four years of development and testing, ExCalibre has just been launched. ExCalibre is a […] -
Hypoplastic UMAT error ABAQUS
Hi all, I wanted to ask if anyone has experienced this error before when running the Hypoplastic UMAT (umat_hcea.for) on Abaqus? “Abaqus Error: The executable standard.exe aborted with system error […]
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no, not standard
I am trying to write the umat for the hardening soil model now, if you have some references, can you send to me? Thanks a lot. My E-mail is tangyang.520@163.com
Could you do it?, If you did it, please help us.
Here is my email: essamkasseeb@gmail.com
I am also trying to write the umat for the hardening soil model now, if you have some references, can you send to me? Thanks a lot. E-mail: cxzhang@smail.nju.edu.cn
a drucker-prager model+cap is similar to using an hardening soil model?