FE formulation and software
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ABAQUS Mesh-to-mesh solution mapping with Modified Cam Clay
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I am using the mesh-to-mesh solution mapping with MCC model. The element type used is CPE8RP. My initial analysis runs without any issue and when the deformations reach a certain […] -
Abaqus vs Plaxis – Local Convergence Tolerances
Sina Azad||Finite Elements|1 |Views 7,522
Hi, I have a question regarding local, material-level convergence tolerances in FE software, particularly Abaqus and Plaxis. I have experience using Abaqus but not much familiar with Plaxis. As shown […] -
UMAT for hypoplastic subroutine
Naif Alsanabani||Finite Elements|5 |Views 5,613
Hello all, Could you please anyone provide me umat for Hypoplastic model that used as subroutine in Abqus 6.14. With Best Regards Naif Mohammed -
liquefaction simulation with abaqus
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Hello, everyone I am an abaqus user and developer. Recently, I want to simulating the liquefaction phenomenon with abaqus/standard or abaqus/explicit. As I know, this cannot be realized using the […] -
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Dear all, I am trying to use Abaqus to modeling undrained cyclic triaxial test for liquefiable soil. I am wondering how could I applied the cyclic load. I should apply […] -
Few more Question on calculating lateral displacement of pile using hypoplastic clay model
Muhammad Ahmad||Finite Elements|0 |Views 4,848
Dear Professor David, Thank you very much for your previous clarification. its really helps. In continuation to my previous , there are few more question, i want your kindself to […] -
Calculation of coordinates of climbing formwork using hypoplasticity and pressuremter tests
Christian Schwab||Finite Elements|0 |Views 4,244
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Transient Dynamic analysis (U-P formulation)
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Hi everyone, i want to carry out some transient dynamic analysis. as far as I know, dynamic steps in abaqus does not allow for pore pressure build-up and dissipation, and […]
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