Thermoelastic bending analysis of thick functionally graded sandwich plates with arbitrary graded material properties using a novel quasi-3D HSDT

被引:0
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作者
Mohammed Sid Ahmed Houari
Aicha Bessaim
Smain Bezzina
Abdelouahed Tounsi
Ahmed Amine Daikh
Aman Garg
Mohamed-Ouejdi Belarbi
机构
[1] Université Mustapha Stambouli,Laboratoire d’Etude des Structures et de Mécanique des Matériaux, Département de Génie Civil, Faculté des Sciences et de la Technologie
[2] King Abdulaziz University,Deanship of Scientifc Research (DSR)
[3] University of Sidi Bel Abbes,Material and Hydrology Laboratory, Civil Engineering Department, Faculty of Technology
[4] Yonsei University,YFL (Yonsei Frontier Lab)
[5] University Center of Naama,Artificial Intelligence Laboratory for Mechanical and Civil Structures, and Soil
[6] The NorthCap University,State Key Laboratory of Intelligent Manufacturing Equipment and Technology, School of Mechanical Science and Engineering
[7] Huazhong University of Science and Technology,Laboratoire de Recherche en Génie Civil, LRGC
[8] Université de Biskra,Department of Civil Engineering
[9] Lebanese American University,undefined
来源
Archives of Civil and Mechanical Engineering | / 24卷
关键词
Thermoelastic bending response; Functionally graded material; Arbitrary gradient; Sandwich plate; Shear deformation theory;
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摘要
In this paper, a novel integral higher shear deformation theory including the stretching effect is developed for the thermoelastic bending analysis of symmetric and non-symmetric functionally graded materials (FGM) sandwich plates with an arbitrary gradient. This integral theory has only five unknowns, which is even less than the other shear and normal deformation theories. The proposed model has a reduced number of equations and satisfies automatically the free surface conditions without using the shear correction factor. The present model has a new displacement field which introduces undetermined integral variables. Equations of motion are obtained by utilizing the virtual work principle and solved via Navier’s procedure. The convergence of the proposed theoretical numerical model is performed to demonstrate the efficacy of the model. Moreover, several parametric examples are presented to show the thermoelastic bending response of the various symmetric P-FG sandwich plates with arbitrarily varying material properties.
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