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• W2171506445 abstract "ABSTRACT In this paper, the basic finite element formulation of a newly developed family of variable thickness, curved, C (0) continuity Mindlin-Reissner model curved beam elements which include shear deformation and rotatory inertia effects is presented. The accuracy, convergence and efficiency of these newly developed curved beam elements are explored through a series of analyses of arch structures and the results are compared with those obtained by other analytical and numerical methods. The comparisons show that the method yields very good results with a relatively small number of elements." @default.
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• W2171506445 date "2011-03-01" @default.
• W2171506445 modified "2023-10-18" @default.
• W2171506445 title "Structural Analysis of Arches in Plane with a Family of Simple and Accurate Curved Beam Elements Based on Mindlin-Reissner Model" @default.
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• W2171506445 doi "https://doi.org/10.1017/jmech.2011.14" @default.
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