Structural Engineering and Mechanics

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A mechanical behavior of composite plates using a simple three variable refined plate theory

  • Bakoura, Ahmed (Departement de Genie Civil, Faculte d'Architecture et de Genie Civil, Universite des Sciences et de la Technologie d'Oran) ;
  • Djedid, Ibrahim Klouche (Laboratoire Materiaux et Structures (LMS), Departement de Genie Civil, Faculte des Sciences Appliquees, University of Tiaret) ;
  • Bourada, Fouad (Material and Hydrology Laboratory, Civil Engineering Department, Faculty of Technology, University of Sidi Bel Abbes) ;
  • Bousahla, Abdelmoumen Anis (Laboratoire de Modelisation et Simulation Multi-echelle, Universite de Sidi Bel Abbes) ;
  • Mahmoud, S.R. (GRC Department, Jeddah Community College, King Abdulaziz University) ;
  • Tounsi, Abdelouahed (Material and Hydrology Laboratory, Civil Engineering Department, Faculty of Technology, University of Sidi Bel Abbes) ;
  • Ghazwani, Mofareh Hassan (Department of Mechanical Engineering, Faculty of Engineering, Jazan University) ;
  • Alnujaie, Ali (Department of Mechanical Engineering, Faculty of Engineering, Jazan University)
  • Received : 2021.01.28
  • Accepted : 2022.07.04
  • Published : 2022.09.10
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Abstract

A novel three variable refined plate theory (TVRPT) is developed in this article for laminated composite plates for the first time. The theory takes into account the nonlinear variation of transverse shear deformations, and satisfies the boundary conditions of zero traction on the plate surfaces without considering the "shear correction factor". The important characteristic of this new kinematic is that the unknowns numbers is only 3 as is employed in "classical plate theory" (CPT). The numerical results of the current theory are compared with 3D-elasticity solutions and the calculations of "first order theories" and other higher order models found in the literature.

Keywords

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