Finite Bending of Curved Beam with Thin Wall Cross Section
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概要
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It is well known that a curved beam with a thin wall subjected to bending moment, has its bending stiffness reduced due to a flattening of its cross section, until local buckling occurs at last. Restricted cases, for example, circular tubes had been treated by the analytical method. Present paper gives a convenient representation for the stiffness matrix of finite element in order to analyze the finite bending of a thin walled curved beam with arbitrary cross section. Here the buckling of a circular tube is examined and compared with the proposed simplified solutions, and several representative cases are computed.
- 一般社団法人日本機械学会の論文
著者
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Nishimura Toru
Faculty Of Science And Engineering Meijo University
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KATORI Hiroaki
High School Attached to Meijo University
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MURASE Katsuhiko
Faculty of Science and Engineering, Meijo University
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Murase Katsuhiko
Faculty Of Science And Engineering Meijo University
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Katori Hiroaki
High School Affiliated To Meijo University
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