Shen Hui-shen. Buckling and Postbuckling of Moderately Thick Plates[J]. Applied Mathematics and Mechanics, 1990, 11(4): 341-350.
Citation: Shen Hui-shen. Buckling and Postbuckling of Moderately Thick Plates[J]. Applied Mathematics and Mechanics, 1990, 11(4): 341-350.

Buckling and Postbuckling of Moderately Thick Plates

  • Received Date: 1988-12-08
  • Publish Date: 1990-04-15
  • This paper gives the basic differential equations for finite deflections of elastic plates according to Reissner's approximate stress distributions. The buckling and postbuckling problems of elastic rectangular plates, including the effect of transverse shear deformation, are solved and discussed, by using perturbation method suggested in ref. [8]. The postbuckling equilibrium paths of perfect and imperfect moderately thick rectangular plates are presented and compared with the results based on thin plate theory.
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    Reissner,E.,On the effect of transverse shear deformation on the bending of elastic plates.J.Appl.Mech.,12(1945),69-77.
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    沈惠申、张建武,单向压缩简支矩形板后屈曲摄动分析,应用数学和力学,9, 8 (1988), 741-762.
    [9]
    沈惠申,矩形板屈曲和后屈曲的弹塑性分析,应用数学和力学.(待发表)
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