Thanks for being so kind.
regards
Search found 39 matches
- Fri Jan 22, 2021 4:32 pm
- Forum: Analysis
- Topic: Analysis due to matrix singularity
- Replies: 2
- Views: 65
- Thu Dec 31, 2020 10:19 am
- Forum: Analysis
- Topic: Analysis due to matrix singularity
- Replies: 2
- Views: 65
Analysis due to matrix singularity
Dear Stko team, I am receiving an error when I run 3d fem model. Please help me out with the following error. Waiting for your kind response. thanks & regards :| The file is attached herewith. WARNING MumpsParallelSolver::solve(void)- Error -10 returned in substitution dmumps() cause: Matrix is Sing...
- Wed Nov 18, 2020 11:01 am
- Forum: Property
- Topic: merge and compound command for 2d model
- Replies: 2
- Views: 204
Re: merge and compound command for 2d model
More than thanks for your response
- Thu Nov 12, 2020 12:03 pm
- Forum: Property
- Topic: merge and compound command for 2d model
- Replies: 2
- Views: 204
merge and compound command for 2d model
Dear STko team, As per your guidance, I used the compound command to join the steel bars and used the merged command to merge the solid element (column and beam) separately ad connect the solid with that of the compound via interactions by using beamtoSolid connection. What should I do in the case o...
- Tue Nov 10, 2020 12:59 pm
- Forum: Analysis
- Topic: error in Analysis
- Replies: 8
- Views: 240
Re: error in Analysis
Request for one more question. How you meshed the entire model regularly. As I am trying to regularize the mesh but not working especially for the brick element. So can you please let me know how to find the mesh size for a regular mesh of a model? The mesh doesn't coincide with that of the element ...
- Sat Nov 07, 2020 10:07 am
- Forum: Analysis
- Topic: error in Analysis
- Replies: 8
- Views: 240
Re: error in Analysis
More than thanks for your help
- Fri Nov 06, 2020 2:54 pm
- Forum: Analysis
- Topic: error in Analysis
- Replies: 8
- Views: 240
Re: error in Analysis
Thanks for your response.
I removed the restraints last day but still have an error in analysis.
And also change the load at the tip of the beam to the displacement and from beam to the bar with the rigid link in constraints.
Can you please have a look of the model, I am going to attach herewith?
I removed the restraints last day but still have an error in analysis.
And also change the load at the tip of the beam to the displacement and from beam to the bar with the rigid link in constraints.
Can you please have a look of the model, I am going to attach herewith?
- Thu Nov 05, 2020 3:39 pm
- Forum: Analysis
- Topic: error in Analysis
- Replies: 8
- Views: 240
Re: error in Analysis
Thanks, I did it. Do I need to restraint my 3D model in out of plane direction if I am applying loads only in in-plane directions? But please can check these two errors which I received after RUNNING THE analysis. I think there is some error with constraints of the 3D in the first case. 1. WARNING P...
- Thu Nov 05, 2020 11:05 am
- Forum: Analysis
- Topic: error in Analysis
- Replies: 8
- Views: 240
error in Analysis
Dear, I am receiving the following error when I run the 3D model. Can plz help me out in indicating the issue? Error: Fracture energy (Gf = 0) is too small, or the element characteristic length (lch = 11.727) is too large. The maximum allowed lch is 2*E*Gf/(s0^2) = 0 with: E = 28750 Gf = 0 s0 = 1.32...
- Fri Oct 30, 2020 10:36 am
- Forum: Analysis
- Topic: Integrator and Analyze options
- Replies: 2
- Views: 153
Re: Integrator and Analyze options
Thanks for ur response.