Hi guys,
I'm trying to proceed a fully plastic analysis (without elastic behavior) of a plate under axial load.
In order to do a fully plastic analysis, I adopted a very high Young's modulus (i.e. 10^10 MPa, because it's not possible to remove the elastic part) and run a general static step...
Hi guys,
I'm using Abaqus v14 to model a thin plate (4mm) under in-plane loads (axial loads) that has a high Elastic Modulus (E = 10^7 MPa) in order to get a plastic behavior (disregard the initial elastic deformation).
The load-displacement curve (axial load VS out of plane displacement)...
Hi guys,
I'm modelling a thin plate (4mm) under in-plane loads (axial loads) that has a high Elastic Modulus (E = 10^7 MPa) in order to get a plastic behavior (disregard the initial elastic deformation).
The load-displacement curve (axial load VS out of plane displacement) starts loose axial...
Hi guys,
I wrote a Python script code to proceed a parametric plastic analysis in Abaqus.
Inside the loop, I added these below lines:
mdb.jobs[job_name].submit(consistencyChecking=OFF)
mdb.jobs[job_name].waitForCompletion()
Unfortunately, some models do not converge and the whole script (that...
