ARTICLE
Dynamic buckling of thin-walled cylindrical shells under radial impact pressures randomly distributed in the circumferential direction
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1
School of Mechanical Engineering, Nanjing University of Science and Technology, Nanjing, Jiangsu, China
 
2
Northwest Institute of Mechanical and Electrical Engineering, Xianyang, Shaanxi, China
 
 
Submission date: 2023-06-20
 
 
Final revision date: 2023-07-28
 
 
Acceptance date: 2023-07-28
 
 
Online publication date: 2023-10-01
 
 
Publication date: 2023-10-30
 
 
Corresponding author
Jiawei Fu   

School of Mechanical Engineering, Nanjing University of Science and Technology, China
 
 
Journal of Theoretical and Applied Mechanics 2023;61(4):769-781
 
KEYWORDS
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ABSTRACT
Dynamic buckling of thin-walled cylindrical shells under radial impact pressures randomly distributed in the circumferential direction is investigated by extending widely-used Donnell’s shell theory. The buckling model proposed here specifically includes nonlinear terms in the geometrical equation and the curvature change due to significant variation of the shell radius. The finite difference method is adopted to solve the equations, and a parameter is defined to describe the buckling degree of the shell. Numerical results show that nonlinear terms from Green’s strain tensors and the change of curvature are important for shell large deformation. Pressure characteristics, materials and thickness of the cylindrical shell affect its buckling behavior remarkably.
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