In Abaqus how do we use *DLOAD for defining both user-defined pressure and body force simultaneously?

Abaqus vs Plaxis – Local Convergence Tolerances

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 […]

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Geostatic method for Abaqus/Explicit

Dear all, I recently conducted a numerical simulation of pile-soil interaction. I digged a vertical hole and insert the pile into that with general contact. Due to many reasons, I […]

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Consideration of Ko using HP clay model

Dear SoilModels community Dear Prof. Masin / all I want to know how HP model considers Ko variation for the following cases: Ko with variation with OCR? Ko determination related […]

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liquefaction simulation with abaqus

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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Few more Question on calculating lateral displacement of pile using hypoplastic clay model

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 […]

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new hypoplasticity laws in Tochnog Professional

The 2014 Masin hypoplasticity for clays has been implemented in Tochnog Professional under guidance of Dr. David Masin. This implementation includes structure, intergranular strains and visco effects. Extensions to the […]

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Connecting remote sensors to the Plaxis FEM 3D using python

Dear I want to connect remote sensors to my engineering software Plaxis FEM 3D. Some days ago I was able to connect the python to the Plaxis FEM 3D, but […]

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Boundary Conditions of Masin 2005 Paper for clay hypoplasticity

Hello, I am using clay hypoplastic umat code and trying to verify the code with the simulation on the paper of Prof. Masin. I found in the paper (Masin, 2005, […]

Abaqus vs Plaxis – Local Convergence Tolerances

Geostatic method for Abaqus/Explicit

Consideration of Ko using HP clay model

liquefaction simulation with abaqus

Few more Question on calculating lateral displacement of pile using hypoplastic clay model

new hypoplasticity laws in Tochnog Professional

Connecting remote sensors to the Plaxis FEM 3D using python

Boundary Conditions of Masin 2005 Paper for clay hypoplasticity

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