thread799-269117
Hi everyone,
I am very new in Abaqus and I do not understand several basic stuff which might most probably be ridiculous to some of you.
Here is the situation I am dealing with.
I have a stiffened plate designed, for which I already have got the eigenvalues and thus critical...
Hello guys,
I am kind new to both Eng-tips and Abaqus, so please be patient with me..
So this is my problem. I am modelling a simply supported square unstiffened steel plate (dims 1m x 1m x 5mm thick) for my dissertation, which I know from the analytical solution that critical load should be...
