Tinni1
Civil/Environmental
- Sep 27, 2021
- 157
Hi,
I am performing dynamic explicit analysis in Abaqus to simulate the buckling behavior of thin-walled cold-formed steel channel sections.
I performed a linear buckling analysis and natural frequency analysis first.
In the dynamic explicit post-buckling analysis I want to add imperfections, inform of certain factors of nodal displacements, that I got from linear buckling analysis. I added the below keywords in the post-buckling model.
*IMPERFECTION,FILE=job-2,STEP=1
1,0.5
2,0.45
4,1.2
The keyword that I added in the linear buckling model is
*NODE FILE, GLOBAL=NO
U
The snap of my model is attached herewith.
When I ran the explicit analysis I got the below error in Abaqus and the analysis was aborted.
MODE NUMBER MUST BE A POSITIVE INTEGER
Could you please provide any direction on how I can resolve this issue?
Many thanks!
I am performing dynamic explicit analysis in Abaqus to simulate the buckling behavior of thin-walled cold-formed steel channel sections.
I performed a linear buckling analysis and natural frequency analysis first.
In the dynamic explicit post-buckling analysis I want to add imperfections, inform of certain factors of nodal displacements, that I got from linear buckling analysis. I added the below keywords in the post-buckling model.
*IMPERFECTION,FILE=job-2,STEP=1
1,0.5
2,0.45
4,1.2
The keyword that I added in the linear buckling model is
*NODE FILE, GLOBAL=NO
U
The snap of my model is attached herewith.
When I ran the explicit analysis I got the below error in Abaqus and the analysis was aborted.
MODE NUMBER MUST BE A POSITIVE INTEGER
Could you please provide any direction on how I can resolve this issue?
Many thanks!