Mechanics & Civil Engineering |
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Buckling of un-stiffened cylindrical shell under non-uniform axial conpressive stress |
SONG Chang-yong |
Department of Civil Engineering, Zhejiang University, Hangzhou 310027, China |
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Abstract This paper provides a review of recent research advances and trends in the area of stability of unstiffened circular cylindrical shells subjected to general non-uniform axial compressive stresses. Only the more important and interesting aspects of the research, judged from a personal viewpoint, are discussed. They can be crudely classified into four categories: (1) shells subjected to non-uniform loads; (2) shells on discrete supports; (3) shells with intended cutouts/holes; and (4) shells with non-uniform settlements.
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Received: 20 May 2002
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