| 摘要 |
For determining the behaviour of a system submitted to predetermined load a nd displacement boundary conditions with a degree of freedom relative to a loca l coordinate system released at one node of the system, a process uses finite element analysis. For a geometrically non-linear solution scheme, the process has a plurality of incremental steps. In each incremental step, one computes for a finite element of the system a displacement vector at the nodes of the finite element. This computation of the displacement vector is carried out by minimising the energy of the system when the system is submitted to t he predetermined load and to a fraction of the predetermined displacement. For a geometrically linear solution scheme, the process is carried out in a single solving step. In this step one computes for a finite element of the system a displacement vector at the nodes of the finite element. The computation is carried out by minimising th e energy of the system when the system is submitted to the predetermined load and to the predetermined displacement. The step of minimising is carried out, for a node having a released degree o f freedom, in a local frame of reference. The released degree of freedom at the node is expressed along one axis of the local frame of reference. Using such hydrid reference frames makes it possible to express and to take into account in the global formulation the constraints for the non-released degrees of freedoms in a simple manner, without having to factorise constraints; |
