Steel and Composite Structures
Volume 42, Number 6, 2022, pages 779-789
DOI: 10.12989/scs.2022.42.6.779
Large cylindrical deflection analysis of FG carbon nanotube-reinforced plates in thermal environment using a simple integral HSDT
Nassira Djilali, Abdelmoumen Anis Bousahla, Abdelhakim Kaci, Mahmoud M. Selim, Fouad Bourada, Abdeldjebbar Tounsi, Abdelouahed Tounsi, Kouider Halim Benrahou and S.R. Mahmoud
Abstract
This work presents a non-linear cylindrical bending analysis of functionally graded plate reinforced by singlewalled carbon nanotubes (SWCNTs) in thermal environment using a simple integral higher-order shear deformation theory
(HSDT). This theory does not require shear correction factors and the transverse shear stresses vary parabolically through the
thickness. The material properties of SWCNTs are assumed to be temperature-dependent and are obtained from molecular
dynamics simulations. The material properties of functionally graded carbon nanotube-reinforced composites (FG-CNTCRs)
are considered to be graded in the thickness direction, and are estimated through a micromechanical model. The non-linear
strain–displacement relations in the Von Karman sense are used to study the effect of geometric non-linearity and the solution is
obtained by minimization of the total potential energy. The numerical illustrations concern the nonlinear bending response of
FG-CNTRC plates under different sets of thermal environmental conditions, from which results for uniformly distributed
CNTRC plates are obtained as benchmarks.
Key Words
functionally graded materials; geometric non-linearity plate; integral HSDT; nanocomposites; thermal environment
Address
Nassira Djilali: Material and Hydrology Laboratory, University of Sidi Bel Abbes, Faculty of Technology, Civil Engineering Department, Algeria
Abdelmoumen Anis Bousahla: Laboratoire de Modélisation et Simulation Multi-échelle, Université de Sidi Bel Abbés, Algeria
Abdelhakim Kaci: Université Dr Tahar Moulay, Faculté de Technologie, Département de Génie Civil et Hydraulique, BP 138Cité En-Nasr 20000 Saida, Algérie
Mahmoud M. Selim: Department of Mathematics, Al-Aflaj College of Science and Humanities, Prince Sattam bin Abdulaziz University,
Al-Aflaj 710-11912 Saudi Arabia
Fouad Bourada: épartement des Sciences et de la Technologie, Université de Tissemsilt, BP 38004 Ben Hamouda, Algérie
Abdeldjebbar Tounsi: Material and Hydrology Laboratory, University of Sidi Bel Abbes, Faculty of Technology, Civil Engineering Department, Algeria
Abdelouahed Tounsi: 1)Material and Hydrology Laboratory, University of Sidi Bel Abbes, Faculty of Technology, Civil Engineering Department, Algeria 2)YFL (Yonsei Frontier Lab), Yonsei University, Seoul, Korea 3)Department of Civil and Environmental Engineering, King Fahd University of Petroleum & Minerals, 31261 Dhahran, Eastern Province, Saudi Arabia
4)Interdisciplinary Research Center for Construction and Building Materials, KFUPM, Dhahran, Saudi Arabia
Kouider Halim Benrahou:Material and Hydrology Laboratory, University of Sidi Bel Abbes, Faculty of Technology, Civil Engineering Department, Algeria
S.R. Mahmoud: GRC Department, Applied College, King Abdulaziz University, Jeddah 21589, Saudi Arabia