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Nonlinear stability analysis of rotationally-restrained imperfect doubly-curved composite shallow shells
Abstract The semi-analytical solution for nonlinear stability analysis of imperfect doubly-curved laminated composite shallow shells with rotationally-restrained edges and under in-plane loading is presented. The nonlinear governing equations are established using the Galerkin method, and the arc-length and quadratic control method is implemented to capture the snapping phenomenon of the doubly-curved composite shells. The nonlinear load-displacement relationships of four special curvature radii of doubly-curved shell structures are obtained, and they are compared and validated with the numerical finite element solutions. A parametric study is conducted to evaluate the effects of the initial imperfection, edge rotationally-restrained spring stiffness, various load parameters, and curvature radius on the nonlinear stability behavior of doubly-curved shells. Finally, the computational efficiency and capability of the semi-analytical solution are demonstrated in comparison with the finite element analysis. The present semi-analytical solution can be effectively and efficiently used in simplified nonlinear stability analysis of complex doubly-curved composite shallow shells with periodic and restrained boundary conditions.
Highlights The semi-analytical solution for nonlinear stability analysis of imperfect doubly-curved shallow shells is presented. Material anisotropy, geometrical imperfection, combined loading, edge restraint, and curvature radius are considered. The snapping phenomenon of the doubly-curved shells is captured. The computational efficiency and capability of the semi-analytical solution over the finite element analysis are discussed.
Nonlinear stability analysis of rotationally-restrained imperfect doubly-curved composite shallow shells
Abstract The semi-analytical solution for nonlinear stability analysis of imperfect doubly-curved laminated composite shallow shells with rotationally-restrained edges and under in-plane loading is presented. The nonlinear governing equations are established using the Galerkin method, and the arc-length and quadratic control method is implemented to capture the snapping phenomenon of the doubly-curved composite shells. The nonlinear load-displacement relationships of four special curvature radii of doubly-curved shell structures are obtained, and they are compared and validated with the numerical finite element solutions. A parametric study is conducted to evaluate the effects of the initial imperfection, edge rotationally-restrained spring stiffness, various load parameters, and curvature radius on the nonlinear stability behavior of doubly-curved shells. Finally, the computational efficiency and capability of the semi-analytical solution are demonstrated in comparison with the finite element analysis. The present semi-analytical solution can be effectively and efficiently used in simplified nonlinear stability analysis of complex doubly-curved composite shallow shells with periodic and restrained boundary conditions.
Highlights The semi-analytical solution for nonlinear stability analysis of imperfect doubly-curved shallow shells is presented. Material anisotropy, geometrical imperfection, combined loading, edge restraint, and curvature radius are considered. The snapping phenomenon of the doubly-curved shells is captured. The computational efficiency and capability of the semi-analytical solution over the finite element analysis are discussed.
Nonlinear stability analysis of rotationally-restrained imperfect doubly-curved composite shallow shells
Huang, Sixin (author) / Qiao, Pizhong (author) / Lu, Linjun (author) / Qi, Yang (author)
Thin-Walled Structures ; 142 ; 358-368
2019-05-07
11 pages
Article (Journal)
Electronic Resource
English
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