Buy article PDF
The purchased file will be sent to you
via email after the payment is completed.
US$ 35
|
Geomechanics and Engineering Volume 28, Number 1, January10 2022 , pages 49-64 DOI: https://doi.org/10.12989/gae.2021.28.1.049 |
|
|
|
Effect of the variable visco-Pasternak foundations on the bending and dynamic behaviors of FG plates using integral HSDT model |
||
Habib Hebali, Abdelbaki Chikh, Abdelmoumen Anis Bousahla, Fouad Bourada,
Abdeldjebbar Tounsi, Kouider Halim Benrahou, Muzamal Hussain and Abdelouahed Tounsi
|
||
| Abstract | ||
| In this work, the bending and dynamic behaviors of advanced composite plates resting on variable visco-Pasternak foundations are studied using a simple shear deformation integral plate model. The research is carried out with a view to a three-parameter foundation including the influences of the variable Winkler coefficient, the constant Pasternak coefficient and the damping coefficient of the elastic medium. The present theory uses a displacement field with integral terms instead of derivative terms by including also the shear deformation effect without introducing the shear correction factors. The equations of motion for advanced composite plates are obtained using the Hamilton principle. Analytical solutions for the bending and dynamic analysis are deduced for simply supported plates resting on variable visco-Pasternak foundations. Some numerical results are presented to demonstrate the impact of material index, elastic foundation type, and damping coefficient of the foundation, on the bending and dynamic responses of advanced composite plates. | ||
| Key Words | ||
| bending; FGM; HSDT; Plate; variable visco-Pasternak foundations; vibration | ||
| Address | ||
| Habib Hebali: Material and Hydrology Laboratory, University of Sidi Bel Abbes, Faculty of Tech nology, Civil Engineering Department, Algeria; Departement of Civil Engineering, University Mustapha Stambouli of Mascara, Algeria Abdelbaki Chikh: Material and Hydrology Laboratory, University of Sidi Bel Abbes, Faculty of Tech nology, Civil Engineering Department, Algeria; Université Ibn Khaldoun, BP 78 Zaaroura, 14000 Tiaret, Algérie Abdelmoumen Anis Bousahla: Laboratoire de Modélisation et Simulation Multi-échelle, Université de Sidi Bel Abbés, Algeria Fouad Bourada: Material and Hydrology Laboratory, University of Sidi Bel Abbes, Faculty of Tech nology, Civil Engineering Department, Algeria; Département des Sciences et de la Technologie, Université de Tissemsilt, BP 38004 Ben Hamouda, Algérie Abdeldjebbar Tounsi and Kouider Halim Benrahou: Material and Hydrology Laboratory, University of Sidi Bel Abbes, Faculty of Tech nology, Civil Engineering Department, Algeria Muzamal Hussain: Department of Mathematics, Govt. College University Faisalabad, 38000, Faisalabad, Pakistan Abdelouahed Tounsi: Material and Hydrology Laboratory, University of Sidi Bel Abbes, Faculty of Tech nology, Civil Engineering Department, Algeria; YFL (Yonsei Frontier Lab), Yonsei University, Seoul, Korea; Department of Civil and Environmental Engineering, King Fahd University of Petroleum & Minerals, Dhahran, Saudi Arabia; Interdisciplinary Research Center for Construction and Building Materials, KFUPM, Dhahran, Saudi Arabia | ||