A novel quasi-۳D refined HSDT for static bending analysis of porous functionally graded Plates

سال انتشار: 1403
نوع سند: مقاله ژورنالی
زبان: انگلیسی
مشاهده: 212

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شناسه ملی سند علمی:

JR_JCAM-55-3_014

تاریخ نمایه سازی: 19 تیر 1403

چکیده مقاله:

In this paper a quasi-three-dimensional (۳D) refined using a novel higher-order shear deformation theory is developed to examine the static bending with two different type porosity distribution of porous for advanced composite plates such as functionally graded plates. In this present theory, the number of unknowns and governing equations is reduced, takes into account the thickness stretching effect into transverse displacement, bending and shear, using a new shape function. The used plate theory approach satisfies the zero traction boundary conditions on the surfaces of the plate without using shear correction factor and the transverse shear strain and shear stress have a parabolic distribution across the thickness of the plates. The virtual work principle is used to obtain the equilibrium equations. An analytical approach based on the Navier solution is employed to obtain the solution for static bending of simply supported FGM plates. The proposed theory shows a good agreement for static bending of FGM plates with other literature results has been instituted of advanced composite plates. Numerical results are presented to show the effect of the material distribution, the power-law FG plates, the geometrical parameters and the porosity on the deflections and stresses of FG plates.

کلیدواژه ها:

higher-order shear deformation theory ، FG plate ، P-FGM ، E-FGM ، Bending ، Porosity ، The virtual work principle ، Navier solution

نویسندگان

Rachid Slimani

University of Tamanghasset, Faculty of Sciences & Technology, Sciences & Technology Department, BP ۱۰۰۳۴, Sersouf Tamanghasset ۱۱۰۰۰, Algeria

Abderrahmane Menasria

Materials and Hydrology Laboratory, University of Sidi Bel Abbes, Faculty of Technology, Civil Engineering Department, BP ۸۹, Sidi Bel Abbes ۲۲۰۰۰, Algeria

Mohamed Ali Rachedi

Materials and Hydrology Laboratory, University of Sidi Bel Abbes, Faculty of Technology, Civil Engineering Department, BP ۸۹, Sidi Bel Abbes ۲۲۰۰۰, Algeria

Chitour Mourad

University of Khenchela, Faculty of Sciences and Technology, Civil Engineering Department, BP ۱۲۵۲ Road of Batna Khenchela, Khenchela ۴۰۰۰۰, Algeria

Salah Refrafi

University of Khenchela, Faculty of Sciences and Technology, Civil Engineering Department, BP ۱۲۵۲ Road of Batna Khenchela, Khenchela ۴۰۰۰۰, Algeria

Ali Alselami Nimer

Civil Engineering Department, College of Engineering, Jazan University, Saudi Arabia

Abdelhakim Bouhadra

Materials and Hydrology Laboratory, University of Sidi Bel Abbes, Faculty of Technology, Civil Engineering Department, BP ۸۹, Sidi Bel Abbes ۲۲۰۰۰, Algeria

Belgacem Mamen

Materials and Hydrology Laboratory, University of Sidi Bel Abbes, Faculty of Technology, Civil Engineering Department, BP ۸۹, Sidi Bel Abbes ۲۲۰۰۰, Algeria

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