Partially Loaded Rectangular Plates with Large Deflection (the Journal and the Transactions of the Japan Society of Mechanical Engineers)
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概要
- 論文の詳細を見る
This paper concerns a series solution of the von karman equations for a symmetrical case of nonlinear bending in which a plate is uniformly loaded only over the central rectangular area. Two kinds of supporting conditions of plates, simply supported and clamped, are treated. By the use of Ritz's method the general equations for evaluating the deflection coefficients are exactly derived. A case of practical interest is the deflection of a plate carrying a single load concentrated in an infinitely small area. Numerical solutions are obtained for the deflections of and the stresses in the plate under such a load.
- 一般社団法人日本機械学会の論文
著者
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ABE Hiroyuki
Department of Applied Physics, Graduate School of Engineering, Tohoku University
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Abe Hiroyuki
Department Of Applied Chemistry Faculty Of Engineering The University Of Tokyo
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Tamate Osamu
Department Of Mechanical Engineering Tohoku University
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