Closed GuillermoHazebrouck closed 6 years ago
Local stiffness matrix is OK. Transformation to global needs to be checked.
I have found several important issues in the composition of the element Mass matrix (wrong signs and coeficients). These will be corrected in the next update. The bugfix will include a full migration to DotNumerics (we will no longer use MetaNumerics DLL), and the enrichment of our DotNumerics library with the Jacobi and Subspace iteration method for eigen values. The idea is also to use this later method instead of backwards iteration. This update will probably come in less than a few months :-)
We have to check the composition of the stiffness and mass matrices at both, element and structural levels. This is critical to leave the Beta-phase.