pirs
Civil/Environmental
- Feb 1, 2012
- 21
Hello everyone,
I am hoping someone out there might have some insight for me regarding this subject.
First of all, I am fully aware that the standard subroutines, such as SIGINI, are restricted in abaqus explicit. However, i figured it might be possible to run an initial stress state using the SIGINI subroutine and use a static step to reach equilibrium, after which it would be possible to perform an explicit dynamic analysis. However, my attempts so far have been unsuccessful as the pre--processor seems to always find an error whenever I try to run the explicit step. Using a similar analysis but imposing the standard implicit algorithm does not show the same error.
Does anyone know how exactly to model initial stresses and then use an explicit analysis?
Thanks in advance,
PN
I am hoping someone out there might have some insight for me regarding this subject.
First of all, I am fully aware that the standard subroutines, such as SIGINI, are restricted in abaqus explicit. However, i figured it might be possible to run an initial stress state using the SIGINI subroutine and use a static step to reach equilibrium, after which it would be possible to perform an explicit dynamic analysis. However, my attempts so far have been unsuccessful as the pre--processor seems to always find an error whenever I try to run the explicit step. Using a similar analysis but imposing the standard implicit algorithm does not show the same error.
Does anyone know how exactly to model initial stresses and then use an explicit analysis?
Thanks in advance,
PN