Search found 8 matches
- Thu Oct 10, 2019 1:25 am
- Forum: Framework
- Topic: Bug in elemental loads
- Replies: 0
- Views: 12812
Bug in elemental loads
There is a bug in the way the elemental loads are taken into account for the construction of element's stiffness matrix. When calling getTangentStiff() the element's resisting forces in the natural system are calculated by q = kv + q0. Adding q0 to q leads to the negation of the elemental load, as i...
- Wed Feb 27, 2019 3:01 am
- Forum: Framework
- Topic: Question about Modified Newton-Raphson and UMFpack solver
- Replies: 0
- Views: 11464
Question about Modified Newton-Raphson and UMFpack solver
Hello Osees community, I have a question about the implementation of Modified Newton-Raphson algorithm (or equivalently Newton with -initial) in Osees. To be more specific in the method "int ModifiedNewton::solveCurrentStep(void)" the method theSOE->solve() is invoked which performs umfpac...
- Mon Nov 05, 2018 5:29 am
- Forum: Framework
- Topic: SVN Problem
- Replies: 13
- Views: 15435
Re: SVN Problem
stefanocoluzzi wrote: > Hello, > > I have some problems with SVN dowloaded from github. > 1. '..\..\..\SRC\material\nD\stressDensityModel\StressDensityModel.cpp': No > such file or directory > 2. '..\..\..\SRC\material\nD\stressDensityModel\StressDensityModel2D.cpp': > No such file or directory > 3....
- Mon Mar 26, 2018 1:58 pm
- Forum: Framework
- Topic: Fixed some bugs on Timoshenko Element
- Replies: 6
- Views: 7539
Re: Fixed some bugs on Timoshenko Element
And thank you in return for writing all of these. I really appreciate your work
- Tue Mar 06, 2018 3:35 am
- Forum: Framework
- Topic: Fixed some bugs on Timoshenko Element
- Replies: 6
- Views: 7539
Re: Fixed some bugs on Timoshenko Element
Hello SadeghSalimian, I found a different bug in the code. I guess it is proper to post it here: The geometric nonlinear stiffness matrix (for p-delta) is calculated wrong at so the results are not valid (I compared with SAP2000 and they are completely different). So, i recommend NOT to use timoshen...
- Mon Feb 26, 2018 4:34 am
- Forum: Framework
- Topic: Fixed some bugs on Timoshenko Element
- Replies: 6
- Views: 7539
Fixed some bugs on Timoshenko Element
Hello Osees community,
I detected some bugs in the Timoshenko 2d and 3d. Should i post the fix here or contact with someone?
Tsarpalis Dimitrios
I detected some bugs in the Timoshenko 2d and 3d. Should i post the fix here or contact with someone?
Tsarpalis Dimitrios
- Wed Jan 31, 2018 1:37 am
- Forum: OpenSees.exe Users
- Topic: Timoshenko beam issues
- Replies: 2
- Views: 3253
Re: Timoshenko beam issues
selimgunay wrote: > When you say that you fail to get convergence, do you mean that the > analysis is completed for different meshes but the analysis results are > different? Yes exactly. The cantilever is parallel to the Y axis, has length 9.28 meters and i apply the following forces at the free en...
- Sun Jan 28, 2018 11:25 am
- Forum: OpenSees.exe Users
- Topic: Timoshenko beam issues
- Replies: 2
- Views: 3253
Timoshenko beam issues
Hello Opensees community , I'm trying to model a simple 2D Timoshenko cantilever with nodal X and Y Forces at the free end and PDelta transformation. I have 4 models with different mesh each: 2 points, 8 points, 20 points and 40 points. The problem is that I fail to get a convergence, each model giv...