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Issues with contact - Post-failure analysis of slope using SPH-FEM in Abaqus
Hello I am trying to perform a post-failure analysis within Abaqus 18 using coupled SPH-FEM. I'm having trouble defining the contact between finite elements and SPH particles. The analysis should consist of two steps: the first step is the subsidence of the terrain, the second step is the...- Paja_patak
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- Replies: 0
- Forum: Student Engineer General Discussion
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Abaqus slope stability analysis problem using Mohr Coulomb material model
@FEA way, Thanks for the reply, I've checked Mohr-Coulomb parameters and units multiple times. The material model parameters and model dimensions are taken from Phase2 verification manual (figure in attachment). I get correct resuts using other FEA software, but I don't know where the problem...- Paja_patak
- Post #3
- Forum: Student Engineer General Discussion
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Abaqus slope stability analysis problem using Mohr Coulomb material model
Hello, I'm trying to repeat simple slope stability analysis problem from "Phase2 Slope Stability Verification Manual - example 2". When i try to run job, it shreds first increment to 2e-4 and breaks (Error in job Job-1: Too many attempts made for this increment). Does anyone know what could be...- Paja_patak
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- Replies: 3
- Forum: Student Engineer General Discussion
