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Geometrically nonlinear bending analysis of laminated composite plate
Institution:1. School of Aeronautics and Astronautics, Shanghai Jiao Tong University, Shanghai 200240, People’s Republic of China;2. School of Computing, Engineering and Mathematics, Locked Bag 1797, Penrith, NSW 2751, Australia;3. Centre for Infrastructure Engineering, Western Sydney University, Locked Bag 1797, Penrith, NSW 2751, Australia;1. Department of Mechanical Engineering, National Institute of Technology Rourkela, Odisha, India;2. School of Mechanical Engineering, KIIT University, Bhubaneswar, Odisha, India;1. Department of Enterprise Engineering, University of Rome Tor Vergata, Via del Politecnico, 1, 00133, Rome, Italy;2. Department of Economics, Engineering, Society and Business Organization, University of Tuscia, Largo dell’Università, 01100, Viterbo, Italy
Abstract:In this work, a transverse bending of shear deformable laminated composite plates in Green–Lagrange sense accounting for the transverse shear and large rotations are presented. Governing equations are developed in the framework of higher order shear deformation theory. All higher order terms arising from nonlinear strain–displacement relations are included in the formulation. The present plate theory satisfies zero transverse shear strains conditions at the top and bottom surfaces of the plate in von-Karman sense. A C0 isoparametric finite element is developed for the present nonlinear model. Numerical results for the laminated composite plates of orthotropic materials with different system parameters and boundary conditions are found out. The results are also compared with those available in the literature. Some new results with different parameters are also presented.
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