Bending of a Transversely Isotropic,Rectangular Thick Plate with Free Edges
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概要
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An analysis for the bending of a transversely isotropic, rectangular thick plate with free edges, subjected to a partially distributed uniform load is presented. A tenth-order theory of moderately thick plates is used for the analysis. A particular solution deduced from the generalized Elliott solution and a homogeneous solution consisting of plane stress, generalized plane stress, and antisymmetric stress solutions is used. Numerical results for displacements and stresses in graphite epoxy and E glass epoxy, as well as in an isotropic material, are presented. The effect of anisotropy and thickness-width ratios on the displacements and the stresses is examined.
- 一般社団法人日本機械学会の論文
- 1992-04-15
著者
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Okumura I
Department Of Civil Engineering Kitami Institute Of Technology
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OKUMURA Isamu
Department of Civil Engineering, Kitami Institute of Technology
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DOHBA Hisanori
Department of Mechanical Engineering, Kitami Insti-tute of Technology
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Dohba H
Department Of Mechanical Engineering Kitami Insti-tute Of Technology
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Dohba Hisanori
Department Of Mechanical Engineering Kitami Insti-tute Of Technology
関連論文
- Bending of a Transversely Isotropic,Rectangular Thick Plate with Free Edges
- Generalization of Elliott's Solution to Transversely Isotropic Elasticity Problems in Cartesian Coordinates
- Solutions to States of Plane Stress and Generalized Plane Stress in Transversely Isotropic, Rectangular Thick Plates and Their Applications