Tinni1
Civil/Environmental
- Sep 27, 2021
- 157
Hello,
I am performing a post-buckling analysis of cold-formed steel studs and track section assembly.
Since the solution is highly non-linear the implicit solver is not working for me and I had to adopt the explicit solver.
For cold-formed steel, the S9R5 elements have some added advantages hence I tried to use them.
But I got an error message that the S9R5 elements are not supported by Abaqus explicit solver.
Could anyone advise if there is any way by which I could use the S9R5 elements with the explicit solver?
Many thanks!
I am performing a post-buckling analysis of cold-formed steel studs and track section assembly.
Since the solution is highly non-linear the implicit solver is not working for me and I had to adopt the explicit solver.
For cold-formed steel, the S9R5 elements have some added advantages hence I tried to use them.
But I got an error message that the S9R5 elements are not supported by Abaqus explicit solver.
Could anyone advise if there is any way by which I could use the S9R5 elements with the explicit solver?
Many thanks!