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- W2196857577 abstract "Deployable structures which include hundreds of bodies are referred to as complex deployable structures in this paper. A deployable three dimensional truss structure, which is composed of a repetition of basic modules to form, for example, a deployable antenna reflector or a deployable roof can be a typical complex deployable structure. A motion analysis of a complex deployable structure must involve the capability to handle redundant constraints. Cut-joint technique is one of the popular method for this problem. But it is difficult to find proper cutting point for a complex deployable structure. Also, the results might be spurious because the redundancy is absorbed by constraint violations at the cuts, while in practical situations, the redundancy would be absorbed by elastic deformation of the bodies as well as the hinge constraint violations. Flexible multibody dynamics provides a unified solution for redundant, determinate and even unstable deployable structures. Since the preparation of modal data for systems including hundreds of degrees of freedom is computationally expensive and cumbersome, a direct application of the finite element method would be the obvious choice to handle flexibility in complex deployable structures." @default.
- W2196857577 created "2016-06-24" @default.
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- W2196857577 date "2000-01-01" @default.
- W2196857577 modified "2023-09-24" @default.
- W2196857577 title "A FEM for Complex Deployable Structure Analysis" @default.
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- W2196857577 doi "https://doi.org/10.1007/978-94-015-9514-8_30" @default.
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