Dear all,
I would like to define an elastic material with a failure value of maximum tensile strain only. Any element reaches a max. tensile strain value will crack and suffer complete loss of load carrying capacity(possibly delete that element). Thus its a change in geometry that is only considered when redistributing stresses.
Can this be done...I have been working with ABAQUS for some time now but I could not reach any where
Thanks for the help
Hussam
Forums
Hi all,
How can runing the user subroutines USDFLD in ABAQUS? and other subroutines
Plzzzz help
USER command
hi Bana S. Slem,
You may run the analysis job from the commandline with the following syntax
abaqus job=<input filename without extension> user=<fortran filename for the subroutine> -inter
Special care should be taken to name the fortran file
On a Linux system: it should be a file of type (.f)
On a Windows system: it should be of type (.for)
regards
asim
P.S. Please refer section 3.2.2 on "Execution procedure for Abaqus/Standard and Abaqus/Explicit" in abaqus documentation
Thanks
Thanks alot for your help asimkm,