Structural Engineering and Mechanics
Volume 82, Number 6, 2022, pages 725-734
DOI: 10.12989/sem.2022.82.6.725
Flexural and free vibration responses of thick isotropic bridge deck using a novel two variable refined plate theory
Fatima Zohra Djidar , Habib Hebali , Khaled Amara , Abdelouahed Tounsi , Boudjema Bendaho , M.H. Ghazwani , Muzamal Hussain
Abstract
Key Words
free vibration; isotropic plates; refined plate theory; static flexure; transverse shear stresses
Address
- Fatima Zohra Djidar — Smart Structures Laboratory, University of Ain Témouchent, Faculty of Science & Technology, Civil Engineering Department, Algeria
- Habib Hebali — Material and Hydrology Laboratory, Civil Engineering Department, Faculty of Technology, University of Sidi Bel Abbes, Algeria; Civil Engineering Department, Faculty of Science & Technology, University of Mascara, Algeria
- Khaled Amara — Engineering and Sustainable Development Laboratory, University of Ain Temouchent, Ain Temouchent 46000, Algeria
- Abdelouahed Tounsi — Material and Hydrology Laboratory, Civil Engineering Department, Faculty of Technology, University of Sidi Bel Abbes, 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 7Interdisciplinary Research Center for Construction and Building Materials, KFUPM, 31261 Dhahran, Saudi Arabia
- Boudjema Bendaho — Material and Hydrology Laboratory, Civil Engineering Department, Faculty of Technology, University of Sidi Bel Abbes, Algeria
- M.H. Ghazwani — Department of Mechanical Engineering, Faculty of Engineering, Jazan University, P.O Box 45124, Jazan, Kingdom of Saudia Arabia
- Muzamal Hussain — Department of Mathematics, Govt. College University Faisalabad, 38000, Faisalabad, Pakistan
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