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• W2085294788 startingPage "741" @default.
• W2085294788 abstract "Higher-order shear-deformable refined theories, based on isoparametric elements, are adopted for transient dynamic analysis of symmetric and unsymmetric sandwich and composite beam constructions. These shear-correction coefficient free theories model cross sectional warping using nonlinear variation of inplane displacements across the depth. They also incorporate transverse shear stress in the formulation. A special lumping scheme is employed for the evaluation of diagonal mass matrix, and a central difference scheme is used for carrying out the integration of the equation of motion, to obtain the response history. Through numerical experiments, the efficacy of higher-order models in predicting displacements and stress, resultants over from the first-order theory, with respect to time, is clearly brought out in this paper." @default.
• W2085294788 created "2016-06-24" @default.
• W2085294788 creator A5034983576 @default.
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• W2085294788 date "1997-12-01" @default.
• W2085294788 modified "2023-09-23" @default.
• W2085294788 title "On the performance of higher order theories for transient dynamic analysis of sandwich and composite beams" @default.
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• W2085294788 doi "https://doi.org/10.1016/s0045-7949(96)00427-0" @default.
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