2015
DOI: 10.1016/j.euromechsol.2015.04.005
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Various double component mode synthesis and sub-structuring methods for dynamic mixed FEM

Abstract: International audienceMixed Finite Element Model Component Mode Synthesis (CMS) a b s t r a c t This paper presents various sub-structuring and component mode synthesis (CMS) reduction methods for dynamic mixed displacement-stress FEM. The idea is to imagine a new way of reducing a mixed FEM, by splitting the reduction of the displacement and the stress parameters and adapting primal existing modal reduction methods to each field of the mixed model. In this way, we can choose, for each sub-structure, different… Show more

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Cited by 4 publications
(3 citation statements)
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“…The reduction method used in this paper has been explained in [15,16]. The idea is to split the structure into few sub-structures, and reduce each of them separately in parallel, using the primal corresponding FEM, turning them into MSE.…”
Section: Sub-structuring Methodsmentioning
confidence: 99%
See 1 more Smart Citation
“…The reduction method used in this paper has been explained in [15,16]. The idea is to split the structure into few sub-structures, and reduce each of them separately in parallel, using the primal corresponding FEM, turning them into MSE.…”
Section: Sub-structuring Methodsmentioning
confidence: 99%
“…These methods have also been associated to build up a Double Modal Synthesis [22,3] with both sub-structures and junctions condensation. An adaptation of these displacement methods for MFEM has been imagined by the authors [15,16]. The principle is to build, for each sub-structure in parallel, a reduced basis, for the displacements with the existing primal methods, and a projection of the primal basis for the stresses.…”
Section: Introductionmentioning
confidence: 99%
“…In the present case this corresponds to the assembled eigensolutions φ 1,2 . In a recent publication of Jezequel and Garambois [25], the authors proposed and compared several DCMS (Double Component Modes Synthesis) for the Hellinger-Reissner (displacement-stress) formulation in structural dynamics. The DCMS methods studied in [25] used various combinations of fixed, free and branch modes for the modal analysis of two components tied to each other.…”
Section: Improvement Vectors and Interface Reductionmentioning
confidence: 99%