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论文类型：期刊论文

发表时间：2013-03-01

发表刊物：THIN-WALLED STRUCTURES

收录刊物：SCIE、EI

卷号：64

页面范围：23-30

ISSN号：0263-8231

关键字：Cylindrical shell; Dynamic buckling; Hamiltonian system; Stress wave; Torsional impact

摘要：By considering the effect of stress waves in a Hamiltonian system, this paper treats dynamic buckling of an elastic cylindrical shell which is subjected to an impact torsional load. A symplectic analytical approach is employed to convert the fundamental equations to the Hamiltonian canonical equations in dual variables. In a symplectic space, the critical torsion and buckling mode are reduced to solving the symplectic eigenvalue and eigensolution, respectively. The primary influence factors, such as the impact time, boundary conditions and thickness, are discussed in detail through some numerical examples. It is found that boundary conditions have limited influence except free boundary condition in the context of the scope in this paper. The localization of dynamic buckling patterns can be observed at the free end of the shell. The new analytical and numerical results serve as guidelines for safer designs of shell structures. (C) 2012 Elsevier Ltd. All rights reserved.