Nonlinear buckling and postbuckling analysis of cylindrical and sinusoid FG-GPLRC panels under axial compressive load

Dao Quang Huy1, Nguyen Thi Phuong2
1Faculty of Civil Engineering, University of Transport Technology, Hanoi 10000, Vietnam
2Laboratory of Advanced Materials and Structures, Institute for Advanced Study in Technology, Ton Duc Thang University, Ho Chi Minh City 70000, Vietnam and Faculty of Civil Engineering, Ton Duc Thang University, Ho Chi Minh City 70000, Vietnam

Tóm tắt

This paper presents and analyzes the nonlinear buckling responses of cylindrical and sinusoid Functionally graded graphene platelet reinforced composite (FG-GPLRC) panels under axial compressive load. The higher-order shear deformation theory is applied to establish the governing equations of structures. The stress function is approximated using the like-Galerkin method, and the Galerkin method is applied to solve the governing equations. The critical buckling loads and postbuckling load-deflection curves are expressed in explicit form. The effects of panel types, geometrical parameters, imperfection, and foundation on the critical buckling loads and postbuckling curves of cylindrical and sinusoid FG-GPLRC panels are discussed. Numerical results also evaluate and compare the buckling responses of cylindrical and sinusoid panels.

Từ khóa

#Graphene platelet reinforced composite; Elastic foundation; Sinusoid panel; Cylindrical panel; Buckling and Postbuckling

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