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Journal of Zhejiang University-SCIENCE A (Applied Physics & Engineering)  2002, Vol. 3 Issue (5): 520-531    DOI: 10.1631/jzus.2002.0520
Mechanics & Civil Engineering     
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.

Key wordsShell      Buckling      Axial compression      Non-uniform stress     
Received: 20 May 2002     
CLC:  TU333  
Cite this article:

SONG Chang-yong. Buckling of un-stiffened cylindrical shell under non-uniform axial conpressive stress. Journal of Zhejiang University-SCIENCE A (Applied Physics & Engineering), 2002, 3(5): 520-531.

URL:

http://www.zjujournals.com/xueshu/zjus-a/10.1631/jzus.2002.0520     OR     http://www.zjujournals.com/xueshu/zjus-a/Y2002/V3/I5/520

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