Steel and Composite Structures
Volume 30, Number 1, 2019, pages 13-29
DOI: 10.12989/scs.2019.30.1.013
A novel hyperbolic shear deformation theory for the mechanical buckling analysis of advanced composite plates resting on elastic foundations
Kheira Soltani , Aicha Bessaim , Mohammed Sid Ahmed Houari , Abdelhakim Kaci , Mohamed Benguediab , Abdelouahed Tounsi , Mohammed Sh Alhodaly
Abstract
Key Words
functionally graded material; Winkler-Pasternak elastic foundation; new plate theory; buckling analysis; analytical modeling
Address
- (1) Kheira Soltani, Mohamed Benguediab — Department of Mechanical Engineering, Faculty of Technology, University of Sidi Bel Abbes, Algeria
- (2) Aicha Bessaim, Mohammed Sid Ahmed Houari — University Mustapha Stambouli of Mascara, Faculty of Sciences and Technology, Civil Engineering Department, Mascara, Algeria
- (3) Mohammed Sid Ahmed Houari — Centre of Excellence for Advanced Materials Research, King Abdulaziz University, Jeddah, 21589, Saudi Arabia
- (4) Kheira Soltani, Mohamed Benguediab — Faculty of Technology, Laboratory of Materials and Reactive Systems (LMRS), University of Sidi Bel-Abbes, Algeria
- (5) Abdelhakim Kaci — Universite Dr Taher Moulay Saida - Algeria, Département de Génie Civil et Hydraulique, Algeria
- (6) Aicha Bessaim, Mohammed Sid Ahmed Houari, Abdelhakim Kaci, Abdelouahed Tounsi — Material and Hydrology Laboratory, University of Sidi Bel Abbes, Faculty of Technology, Civil Engineering Department, Algeria
- (7) Abdelouahed Tounsi — Laboratoire de Modélisation et Simulation Multi-échelle, Faculté des Sciences, Département de Physique, Université de Sidi Bel Abbes, Algeria
- (8) Mohammed Sh Alhodaly — Nonlinear Analysis and Applied Mathematics (NAAM)-Research Group, Department of Mathematics, Faculty of Science, King Abdulaziz University, P.O. Box 80203, Jeddah 21589, Saudi Arabia.
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