Structural Engineering and Mechanics
Volume 69, Number 3, 2019, pages 335-345
DOI: 10.12989/sem.2019.69.3.335
A novel refined shear deformation theory for the buckling analysis of thick isotropic plates
M. Fellah , Kada Draiche , Mohammed Sid Ahmed Houari , Abdelouahed Tounsi , Tareq Saeed , Mohammed Sh. Alhodaly , Mohamed Benguediab
Abstract
Key Words
buckling analysis; isotropic plates; new displacement field; Navier method; analytical modeling
Address
- M. Fellah and Mohamed Benguediab — Departement de Genie Mécanique, Faculte de Technologie, Universite Sidi Bel Abbes, Algerie
- Kada Draiche — 1) Departement de Genie Civil, Universite Ibn Khaldoun Tiaret, BP 78 Zaaroura, 14000 Tiaret, Algerie 2) Material and Hydrology Laboratory, University of Sidi Bel Abbes, Faculty of Technology, Civil Engineering Department, Algeria
- Mohammed Sid Ahmed Houari — 1) Material and Hydrology Laboratory, University of Sidi Bel Abbes, Faculty of Technology, Civil Engineering Department, Algeria 2) University Mustapha Stambouli of Mascara, Faculty of Sciences and Technology, Civil Engineering Department, Mascara, Algeria 3) Centre of Excellence for Advanced Materials Research, King Abdulaziz University, Jeddah, 21589, Saudi Arabia
- Abdelouahed Tounsi — Material and Hydrology Laboratory, University of Sidi Bel Abbes, Faculty of Technology, Civil Engineering Department, Algeria
- Tareq Saeed and 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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