Open Access

ARTICLE

A Symplectic Method of Numerical Simulation on Local Buckling for Cylindrical Long Shells under Axial Pulse Loads

by Kecheng Li, Jianlong Qu, Jinqiang Tan, Zhanjun Wu, Xinsheng Xu^*

State Key Laboratory of Structure Analysis for Industrial Equipment, Department of Engineering Mechanics, Dalian University of Technology, Dalian, 116024, China

* Corresponding Author: Xinsheng Xu. Email:

Structural Durability & Health Monitoring 2021, 15(1), 53-67. https://doi.org/10.32604/sdhm.2021.014559

Received 08 October 2020; Accepted 20 November 2020; Issue published 22 March 2021

Abstract

In this paper, the local buckling of cylindrical long shells is discussed under axial pulse loads in a Hamiltonian system. Using this system, critical loads and modes of buckling of shells are reduced to symplectic eigenvalues and eigensolutions respectively. By the symplectic method, the solution of the local buckling of shells can be employed to the expansion series of symplectic eigensolutions in this system. As a result, relationships between critical buckling loads and other factors, such as length of pulse load, thickness of shells and circumferential orders, have been achieved. At the same time, symmetric and unsymmetric buckling modes have been discuss. Moreover, numerical results show that modes of post-buckling of shells can be Bamboo node-type, bending type, concave type and so on. Research in this paper provides analytical supports for ultimate load prediction and buckling failure assessment of cylindrical long shells under local axial pulse loads.

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Keywords

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