Hello everyone,
I am trying to simulate the force vs displacement response when cam clay soil model containing rigid foundation is acted by the concentrated load at the interface of rigid body with the soil. I don't know why i am receiving "time increment error".
Input file
Hello everyone,
I need an urgent help. I have no idea how to define two phase poroelastic soil in abaqus. Water and soil should be treated as two different materials rather than a single material. And how to define the poroelasticity (saturated soil). Can abaqus perform these analysis.
(1) Coupled quasi-static for saturated soil
Hello,
Can anyone know about the limitation of Academic Teaching license for Co-simulation of Abaqus/Standard and Abaqus/CFD model, can we perform co- simulation in Teaching license, i tried it but the input file was not generated!