屈曲
搭扣
偏转(物理)
桁架
结构工程
扭转
刚度
几何学
材料科学
工程类
物理
数学
经典力学
作者
G. W. Hunt,Ichiro Ario
标识
DOI:10.1016/j.ijnonlinmec.2004.08.011
摘要
Basic mechanisms for the buckling of a thin cylindrical shell under torsional loading are reviewed from a post-buckling perspective. Deflections are considered so far into the large-deflection range that the shell is allowed to fold to a flat two-dimensional form, in a mechanism reminiscent of a deployable structure. Critical and initial post-buckling effects are explored through concepts of energy minimization and hidden symmetries. For comparisons with the final large-deflection folded shape, a truss element program is employed. It is shown that, as buckling develops, the mode shape must change to accommodate both the symmetry-breaking aspects of the predominately inwards deflection, and the rotation of peak and valley lines of the buckle pattern necessary to accommodate the geometry of the final folded shape.
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