Bending of a Transversely Isotropic,Rectangular Thick Plate with Free Edges
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- OKUMURA Isamu A.
- 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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抄録
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.
収録刊行物
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- JSME international journal. Ser. 1, Solid mechanics, strength of materials
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JSME international journal. Ser. 1, Solid mechanics, strength of materials 35 (2), 137-144, 1992-04-15
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詳細情報 詳細情報について
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- CRID
- 1570291227213446528
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- NII論文ID
- 110002347664
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- NII書誌ID
- AA10680585
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- ISSN
- 09148809
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- 本文言語コード
- en
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- データソース種別
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- CiNii Articles