Hi
I am wondering if anybody knows that what kind of command in the input file would make abaqus proceed further,eventhough some of the elements prematurely failed during analysis or any commands that could specificly ignore those elements.
Hi
I am wondering if anybody know how to create two different element types sharing the same nodes in CAE. I only know how to create my own input file manual but it's tedius.
For an example, if you have one rectangular solid element of soil and would like to have reinforcement by placing a truss...
Hi
I have 450 elements in my model and I would like to calculate and out volumetric strain which is ?V= ?1+ ?2+ ?3 for each element. What is the easiest way to output this kind of operation? I know I can use xy data option to operate the expression, but then i have to do it for each element...
Hi
Does anyone know how to create User Element Mesh using abaqus/cae. In order to see the result one needs to create a dummy mesh to trick abaqus in order to use visulization to view the result of UEL element. I know how to create uel mesh manual for the input, but i don't know if abaqus/cae...
Hi
Does anyone have any idea about linking fortran complier to abaqus. I have installed abaqus 6.6-3 on my pc and as well as intel visual fortran version 8. I tried to run the user subroutine UMAT, but there is a problem with linking between fortran complier and abaqus. Do you have any...
I am wondering if anyone in geotechnical area have used Lade's model (single hardening model) for analysis like footing or retaining wall problems? This model must be written in UMAT in order to use it interactively with abaqus.
