Post-buckling response of isotropic and laminated composite square plates with circular holes

作者: Dennis J. Vandenbrink , Manohar P. Kamat

DOI: 10.1016/0168-874X(87)90021-7

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摘要: Abstract In this paper, the authors emphasize well-known anomalous behavior observed in buckling of square plates with centrally located cut-outs. For certain size holes and depending upon whether loading is displacement or stress controlled, perforated have higher loads than equivalent solid plates. Because anomaly, examined post-buckling response such both isotropic laminated composite construction. Having concluded from their that are imperfection-insensitive except for a slight loss strength resulting presence hole, go on to examine possible weight savings using resist buckling.

参考文章(2)
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K. J. Bathe, H. Saunders, Finite element procedures in engineering analysis ,(1982)