Staszkinson
Structural
- Apr 8, 2012
- 71
Hello,
Take a look here
The image shows my problem. I need to set up residual stresses in the flange of my I-shape beam along the element.
1) As You can see, stresses are nonlinear. Is there any way to apply residual stresses only by *INITIAL CONDITIONS command without subroutine SIGINI(need fortran compiler and scripting, that's a little bit complicated).
If not - what do You think about approximating stresses in finite elements like that:
Is it correct approach?
2)How do I know what stresses I have to apply to get the stress distribution wnich is on the first image?
Thanks!
Take a look here
The image shows my problem. I need to set up residual stresses in the flange of my I-shape beam along the element.
1) As You can see, stresses are nonlinear. Is there any way to apply residual stresses only by *INITIAL CONDITIONS command without subroutine SIGINI(need fortran compiler and scripting, that's a little bit complicated).
If not - what do You think about approximating stresses in finite elements like that:
Is it correct approach?
2)How do I know what stresses I have to apply to get the stress distribution wnich is on the first image?
Thanks!