Bending of a Transversely Isotropic,Rectangular Thick Plate with Free Edges

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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.

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詳細情報 詳細情報について

  • CRID
    1570291227213446528
  • NII論文ID
    110002347664
  • NII書誌ID
    AA10680585
  • ISSN
    09148809
  • 本文言語コード
    en
  • データソース種別
    • CiNii Articles

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