u2.06.04 Instructions for the construction of dynamic scale models#
Summary:
The models used for linear dynamic response calculations are getting bigger and bigger. To significantly improve calculation times, it is possible to build a small-sized subspace that makes it possible to project the complete problem, and thus accelerate the various response calculations. These reduced component models can also be used in sub-structuring approaches, and certain non-linear analyses (shocks, non-linear behavior). A methodology is also proposed to « condense » internal variables for linear dynamic analysis. This manual aims to help users build dynamic scale models and provides a framework for evaluating the quality of built scale models.
We emphasize the value of the process of orthogonalization of projection bases (operator DEFI_BASE_MODALE , keyword ORTHO_BASE ) making it possible to eliminate vectors that are too collinear, resulting from the concatenation of several families of vectors. A family containing almost collinear vectors will lead, in the worst case, to singular projected matrices and to a poorly posed problem.
- 1. Introduction
- 2. Model reduction: principle of static correction
- 3. Taking into account external efforts, shocks, and non-linear behaviors
- 4. Model reduction for dynamic substructuring.
- 5. Construction of a base adapted to the dissipative problem
- 5.1. Construction of a complete database on the static correction model for hysteretic and/or viscous damping.
- 5.2. Taking into account the particularity of the problem
- 5.3. Filtering the reduction base
- 5.4. Iterations on residues
- 5.5. Reduction of models including internal variables (or intermediate variables)
- 6. Code_Aster test case
- 7. Conclusions on the use of reduction methods
- 8. References