Earthquakes and Structures
Volume 17, Number 3, 2019, pages 257-270
DOI: 10.12989/eas.2019.17.3.257
Bending behavior of laminated composite plates using the refined four-variable theory and the finite element method
Mokhtar Bouazza, Tawfiq Becheri, Abderrahmane Boucheta and Noureddine Benseddiq
Abstract
The purpose of this work is to analyze the bending behavior of laminated composite plates using the refined four-variable theory and the finite element method approach using an ANSYS 12 computational code. The analytical model is based on the multilayer plate theory of shear deformation of the nth-order proposed by Xiang et al 2011 using the theory principle developed by Shimpi and Patel 2006. Unlike other theories, the number of unknown functions in the present theory is only four, while five or more in the case of other theories of shear deformation. The formulation of the present theory is based on the principle of virtual works, it has a strong similarity with the classical theory of plates in many aspects, it does not require shear correction factor and gives a parabolic description of the shear stress across the thickness while filling the condition of zero shear stress on the free edges. The analysis is validated by comparing results with those in the literature.
Key Words
laminated; bending; refined nth-order shear deformation theory; finite element method
Address
Mokhtar Bouazza: Department of Civil Engineering, University Tahri Mohamed of Bechar, Bechar 08000, Algeria; Laboratory of Materials and Hydrology (LMH), University of Sidi Bel Abbes, Sidi Bel Abbes 2200, Algeria
Tawfiq Becheri, Abderrahmane Bouchetaand: Department of Civil Engineering, University Tahri Mohamed of Bechar, Bechar 08000, Algeria
Noureddine Benseddiq: Mechanics Laboratory of Lille, CNRS UMR 8107, University of Lille 1, 59655 Villeneuve d\'Ascq, France