Structural Engineering and Mechanics
Volume 70, Number 1, 2019, pages 113-123
DOI: 10.12989/sem.2019.70.1.113
Buckling behavior of rectangular plates under uniaxial and biaxial compression
Mohamed Bourada , Abed Bouadi , Abdelmoumen Anis Bousahla , Amel Senouci , Fouad Bourada , Abdelouahed Tounsi , S.R. Mahmoud
Abstract
Key Words
buckling stress; isotropic plate; FSDT; Navier method
Address
- Mohamed Bourada and Amel Senouci — Material and Hydrology Laboratory, University of Sidi Bel Abbes, Faculty of Technology, Civil Engineering Department, Algeria
- Abed Bouadi and Abdelmoumen Anis Bousahla — 1) Laboratoire de Modelisation et Simulation Multi-echelle, Departement de Physique, Faculte des Sciences Exactes, Departement de Physique, Universite de Sidi Bel Abbes, Algeria 2) Centre Universitaire Ahmed Zabana de Relizane, Algeria
- Fouad Bourada — 1) Material and Hydrology Laboratory, University of Sidi Bel Abbes, Faculty of Technology, Civil Engineering Department, Algeria 2) Departement des Sciences et de la Technologie, centre universitaire de Tissemsilt, BP 38004 Ben Hamouda, Algerie
- Abdelouahed Tounsi — 1) Material and Hydrology Laboratory, University of Sidi Bel Abbes, Faculty of Technology, Civil Engineering Department, Algeria 2) Department of Civil and Environmental Engineering, King Fahd University of Petroleum & Minerals, 31261 Dhahran, Eastern Province, Saudi Arabia
- S.R. Mahmoud — Department of Mathematics, Faculty of Science, King Abdulaziz University, Jeddah, Saudi Arabia
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