r.brown
Structural
- Jan 8, 2018
- 2
I am able to extract the mass and stiffness matrices using the following codes in APDL:
*SMAT, MatK, D, import, full, file.full, stiff
*SMAT, MatM, D, import, full, 2d_beam.full, mass
*export, MatK, mmf, matkMMF.txt
*export, MatM, mmf, matMMMF.txt
I then read them in MATLAB as two full matrices.
The modal analysis results in MATLAB are consistent with those from ANSYS. This proved the correctness of the two matrices.
However, I am wondering how the degrees of freedom are indexed in these two matrices by ANSYS.
From this webpage I tried to read the Nod2Bcs vector and map with the node numbering in APDL. They don't match.
I also tried this one: The DOF's do not match as well.
Does anyone have experience in the DOF ordering of these matrices?
*SMAT, MatK, D, import, full, file.full, stiff
*SMAT, MatM, D, import, full, 2d_beam.full, mass
*export, MatK, mmf, matkMMF.txt
*export, MatM, mmf, matMMMF.txt
I then read them in MATLAB as two full matrices.
The modal analysis results in MATLAB are consistent with those from ANSYS. This proved the correctness of the two matrices.
However, I am wondering how the degrees of freedom are indexed in these two matrices by ANSYS.
From this webpage I tried to read the Nod2Bcs vector and map with the node numbering in APDL. They don't match.
I also tried this one: The DOF's do not match as well.
Does anyone have experience in the DOF ordering of these matrices?