This is definitely not "standard" industry practice. I'm using ABAQUS for years and I haven't experienced something like this.
ABAQUS is at least as powerful as ANSYS. I don't know of any conversion utility from ANSYS to ABAQUS. The best would be to talk with the people from the next...
Hi StructuralGenius
I don't know how to attach a file in this forum. But you can send a NEUTRAL-file to femap@bluemail.ch. I'll have a quick look.
Rudolf
Can't really help you with the error message, since I'm using ABAQUS as solver. But there may be a problem with boundary conditions that do not sufficiently constrain your model.
To write results into a file you can use the command List/Output/Unformatted (or Formatted, what ever you prefer)...
Hi Wim
I don't know an answer to your problem, but is the compiler you are using supported by ABAQUS?
I think this is a question for your local ABAQUS office in Huizen.
Best regards,
Rudolf
*ELEMENT OUTPUT
1,2,3,4,5,6,7,8,9,10,11,12,13,14,15
S,E
This will give the stresses and strains for the section points 1 to 15 (see ABAQUS Keywords Manual page 5.8-1). For the numbering of the section points refer to the ABAQUS/Standard User's Manual, Section 15.6.5.
This is how you can write...
Hi Pablo
What you need are the different section points of the cross section. In your SHELL SECTION definition you have chosen 3 integration points per layer. So you will find 15 section points for which you can plot the results in the ABAQUS/Viewer.
To identify the section points on which...
Is it possible to access the ABAQUS license server through the internet? The computer, on which the license server is running, is in my office. Sometimes it would be very usefull to quickly run a small ABAQUS job on my computer at home.
Thanks for your answers!
Rudolf