Dear engineers,
I am modeling a compression test of fresh concrete (1 hour age) by ABAQUS CAE. According to literature the best plasticity model for such material is Mohr-coulomb model.
I have the following material properties.
Material density ϒ = 2.07 e-9 tonnage/mm3
The Young's modulus...
Dear Geotechnical professionals,
I am modelling 3DPC three dimensions printed concrete structure, the plasticity of fresh concrete in this case is represented by Mohr-coulomb model, I have the results of shear and compression tests. From these results all of modulus elasticity, friction angle...
Dear ABAQUS users,
I am trying to change material properties of my model during the analysis. I use ABAQUS CAE 2021 and did this task as following:
1- I defined material properties changing using field variable
2- I defined amplitudes to control changing of these properties
3- From load module...
Dear ABAQUS users,
I am new user for abaqus, I need to model print process of 3D printing concrete using model change option in abaqus. According to my reading about this subject I found that the palsticity of this material must be modelled using mohr-coloumb model. but I am confused about the...
