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- W4240788492 abstract "A finite element (FE) formulation is presented for the linear buckling analysis of curved beams and arches on elastic and/or point rigid foundations. The element shape function adapted herein embodies the rigid body modes as well as the deformation modes. With 12 degrees of freedom (six at each end), the master element can represent all possible general shapes of spatial curved beams and arches. To develop the element shape function, the kinematical relations are solved in terms of perturbations in the strain and the curvature change to yield the perturbations in a rigid body as well as the deformation modes. Specific examples of in-plane and out-of-plane stability problems of arches are investigated and the corresponding buckling loads and buckling modes are obtained." @default.
- W4240788492 created "2022-05-12" @default.
- W4240788492 date "2015-07-01" @default.
- W4240788492 modified "2023-09-25" @default.
- W4240788492 title "Dividends" @default.
- W4240788492 doi "https://doi.org/10.1016/s1365-6937(15)30210-0" @default.
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