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...
Thanks zwtipp05.
But it seems that (in my case) there is no clear "Python Error" but an Abaqus Error.
In CMD, the following message appears:
"Abaqus Error: Abaqus/Standard Analysis exited with an error - Please see the message file for possible error messages if the file exists...
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...
