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首页> 外文期刊>International journal of structural stability and dynamics >Three-Dimensional Response of Multilayer FG-GPLRC Spherical Panels Under Blast Loading
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Three-Dimensional Response of Multilayer FG-GPLRC Spherical Panels Under Blast Loading

机译:Three-Dimensional Response of Multilayer FG-GPLRC Spherical Panels Under Blast Loading

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摘要

In the present research, the dynamic responses of the multilayer functionally graded graphene platelets reinforced composite (FG-GPLRC) spherical panels under blast loading are studied. Three-dimensional elasticity theory is employed to derive the governing equations. The distribution of graphene platelets (GPLs) in each layer is uniform and random with a constant weight fraction. GPLs concentration across the panel thickness may be uniform or graded. The layerwise-differential quadrature method (LW-DQM) together with a non-uniform rational B-spline-based multi-step time integration scheme is used to discretize the motion equations. The convergence behavior of the method is examined numerically. Further, to assure its accuracy, the results in the limit cases are compared with those available in the literature. Finally, through the parametric studies, the effects of material and geometrical parameters such as GPLs distribution patterns, GPLs weight fraction and dimension ratios on the transient responses of the FG-GPLRC spherical panels subjected to blast loading are investigated.
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