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

• Autorzy: Houari Mohammed Sid Ahmed , Bessaim Aicha , Bezzina Smain , Tounsi Abdelouahed , Daikh Ahmed Amine , Garg Aman , Belarbi Mohamed-Ouejdi

Identyfikatory

DOI

10.1007/s43452-024-00898-6

• Języki publikacji: EN

Abstrakty

EN

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.

Słowa kluczowe

EN

thermoelastic bending response; functionally graded material; arbitrary gradient; sandwich plate; shear deformation theory

PL

funkcjonalny materiał gradientowy; płyta warstwowa; teoria odkształceń

• Wydawca: Springer ; Wrocław University of Science and Technology
• Czasopismo: Archives of Civil and Mechanical Engineering
• Rocznik: 2024
• Tom: Vol. 24, no. 2
• Strony: art. no. e80, 2024
• Opis fizyczny: Bibliogr. 45 poz., rys., tab., wykr.

Twórcy

autor

Houari Mohammed Sid Ahmed

• Laboratoire d’Etude des Structures et de Mécanique des Matériaux, Département de Génie Civil, Faculté des Sciences et de la Technologie, Université Mustapha Stambouli, Mascara, Algérie

autor

Bessaim Aicha

• Laboratoire d’Etude des Structures et de Mécanique des Matériaux, Département de Génie Civil, Faculté des Sciences et de la Technologie, Université Mustapha Stambouli, Mascara, Algérie

autor

Bezzina Smain

• Deanship of Scientifc Research (DSR), King Abdulaziz University, Jeddah, Saudi Arabia

autor

Tounsi Abdelouahed

• Material and Hydrology Laboratory, Civil Engineering Department, Faculty of Technology, University of Sidi Bel Abbes, Sidi Bel Abbes, Algeria
• YFL (Yonsei Frontier Lab), Yonsei University, Seoul, Korea

autor

Daikh Ahmed Amine

• Laboratoire d’Etude des Structures et de Mécanique des Matériaux, Département de Génie Civil, Faculté des Sciences et de la Technologie, Université Mustapha Stambouli, Mascara, Algérie
• Artificial Intelligence Laboratory for Mechanical and Civil Structures, and Soil, University Center of Naama, P.O. Box 66, 45000 Naama, Algeria

autor

Garg Aman

• The NorthCap University, Gurugram, Haryana 122017, India
• State Key Laboratory of Intelligent Manufacturing Equipment and Technology, School of Mechanical Science and Engineering, Huazhong University of Science and Technology, Wuhan 430074, China

autor

Belarbi Mohamed-Ouejdi

• Laboratoire de Recherche en Génie Civil, LRGC, Université de Biskra, B.P. 145, R.P., 07000 Biskra, Algeria
• Department of Civil Engineering, Lebanese American University, Byblos, Lebanon

• https://orcid.org/0000-0002-5268-9925

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Uwagi

Opracowanie rekordu ze środków MNiSW, umowa nr POPUL/SP/0154/2024/02 w ramach programu "Społeczna odpowiedzialność nauki II" - moduł: Popularyzacja nauki (2025).