期刊
ENGINEERING WITH COMPUTERS
卷 39, 期 2, 页码 1459-1497出版社
SPRINGER
DOI: 10.1007/s00366-021-01544-y
关键词
Laminated composite plate; Stochastic bending analysis; Stochastic buckling analysis; Uncertainty quantification; Monte Carlo simulation; Latin hypercube sampling
This study thoroughly examines the deterministic and stochastic bending and buckling characteristics of antisymmetric cross-ply and angle-ply laminated composite plates, and presents two stochastic sampling methods. The probability distribution functions provide good assessments for the effects of uncertainty on the bending and buckling behaviors of the laminated composites.
Deterministic and stochastic bending and buckling characteristics of antisymmetric cross-ply and angle-ply laminated composite plates are thoroughly examined. Partial differential equations for cross-ply and angle-ply laminates are derived using the three variable refined shear deformation theory based on the Hamilton principle. Deterministic Navier's solutions are obtained for specific boundary conditions and numerical results are validated with the first-order and third-order shear deformation theories. Two stochastic sampling methods, namely Monte Carlo simulation and Latin hypercube sampling, are presented and analyzed to determine the optimal one based on convergence studies and criteria of sampling errors. Comprehensive probability characteristics of stochastic bending deflections and stochastic critical buckling loads of antisymmetric cross-ply and angle-ply laminated composite plates are investigated using the optimal sampling technique. Probability distribution functions of various stochastic cases provide good assessments for the effects of each inevitable source uncertainty on the bending and buckling behaviors of the laminated composites. This study presents a good alternative for the classical and expensive Monte Carlo simulations and provides a fundamental understanding of bending and buckling statistics of laminated composites.
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