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A Journal of Russian Academy of Sciences
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IssuesArchive of Issues2023-4pp.1214-1227

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Y.Z. Li, J.W. Fu, L.F. Qian, and H.Y. Wang, "On the Discussions of Nonlinear Terms in the Large Deformation Model of Thin-Walled Cylindrical Shells," Mech. Solids. 58 (4), 1214-1227 (2023)
Year 2023 Volume 58 Number 4 Pages 1214-1227
DOI 10.3103/S0025654423600216
Title On the Discussions of Nonlinear Terms in the Large Deformation Model of Thin-Walled Cylindrical Shells
Author(s) Y.Z. Li (Nanjing University of Science and Technology, Nanjing, 210094 China)
J.W. Fu (Nanjing University of Science and Technology, Nanjing, 210094 China, jwfu@njust.edu.cn)
L.F. Qian (Northwest Institute of Mechanical and Electrical Engineering, Xianyang, 712099 China)
H.Y. Wang (Nanjing University of Science and Technology, Nanjing, 210094 China)
Abstract The significance of the nonlinear terms in the governing equations to describe the transiently large deformation of a thin-walled cylindrical shell under impact pressures is discussed in this paper. Firstly, the 1st P-K stress tensor is adopted to depict the motion equations of the shell with respect to the original configuration. More nonlinear terms are retained when the 1st P-K stress is transformed into the symmetrical 2nd P-K stress. Moreover, the Green’s strain tensor is employed in the geometrical equation to describe the nonlinearly large deformation of shell, and the curvature change is expressed to involve large deformation as well. Without considering all these nonlinear terms, the governing equation can degenerate to that in references. The circumferential displacement is kept in the motion equations, and the wall thickness change is taken into account. Dividing these nonlinear terms into two parts according to their affiliations, four groups of governing equations involving different nonlinear terms are obtained. Then, the deformation behavior of a shell subjected to a specified loading is solved using different governing equations and compared with FEM results to reveal the significance of these nonlinear terms. It is found that the nonlinear terms from geometrical equations should be kept while the nonlinear terms in equilibrium equations can be ignored.
Keywords nonlinear terms, thin-walled shell, large deformation, impact pressures
Received 09 February 2023Revised 28 April 2023Accepted 01 May 2023
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