Steel and Composite Structures
Volume 39, Number 2, 2021, pages 215-228
DOI: 10.12989/scs.2021.39.2.215
Influence of micromechanical models on the bending response of bidirectional FG beams under linear, uniform, exponential and sinusoidal distributed loading
Abdeljalil Meksi , Samir Benyoucef , Mohamed Sekkal , Rabbab Bachir Bouiadjra , Mahmoud M. Selim , Abdelouahed Tounsi , Muzamal Hussain
Abstract
Key Words
BDFG beams; quasi-3D model; bending; micromechanical models; different loading; displacements; stress
Address
- Abdeljalil Meksi — Departement of Civil engineering, Faculty of architecture and civil engineering, University of sciences and technology Mohamed Boudiaf, Oran, Algeria
- Samir Benyoucef and Mohamed Sekkal — Material and Hydrology Laboratory, University of SidiBel Abbes, Faculty of Technology, Algeria
- Rabbab Bachir Bouiadjra — Material and Hydrology Laboratory, University of SidiBel Abbes, Faculty of Technology, Algeria; Departement of Civil Engineering, University Mustapha Stambouli of Mascara, Algeria
- Mahmoud M. Selim — 4Department of Mathematics, Al-Aflaj College of Science and Humanities, Prince Sattam bin Abdulaziz University, Al-Aflaj 710-11912, Saudi Arabia
- Abdelouahed Tounsi — Material and Hydrology Laboratory, University of SidiBel Abbes, Faculty of Technology, Algeria; YFL (Yonsei Frontier Lab), Yonsei University, Seoul, Korea; Department of Civil and Environmental Engineering, King Fahd University of Petroleum & Minerals, 31261 Dhahran, Eastern Province, Saudi Arabia
- Muzamal Hussain — Department of Mathematics, Govt. College University Faisalabad, 38000, Faisalabad, Pakistan
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