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자료유형
학술저널
저자정보
Abdlillah Benahmed (Université de Sidi Bel Abbés) Bouazza Fahsi (Université de Sidi Bel Abbes) Abdelnour Benzair (Universite de Sidi Bel Abbes) Mohamed Zidour (Université Ibn Khaldoun) Fouad Bourada (University of Sidi Bel Abbés) Abdelouahed Tounsi (University of Sidi Bel Abbes)
저널정보
국제구조공학회 Structural Engineering and Mechanics, An Int'l Journal Structural Engineering and Mechanics, An Int'l Journal Vol.69 No.4
발행연도
2019.1
수록면
457 - 466 (10page)

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This paper presents an efficient higher-order nonlocal beam theory for the Critical buckling, of functionally graded (FG) nanobeams with porosities that may possibly occur inside the functionally graded materials (FG) during their fabrication, the nonlocal elastic behavior is described by the differential constitutive model of Eringen. The material properties of (FG) nanobeams with porosities are assumed to vary through the thickness according to a power law. The governing equations of the functionally graded nanobeams with porosities are derived by employing Hamilton’s principle. Analytical solutions are presented for a simply supported FG nanobeam with porosities. The validity of this theory is studied by comparing some of the present results with other higher-order theories reported in the literature, Illustrative examples are given also to show the effects of porosity volume fraction, and thickness to length ratios on the critical buckling of the FG beams.

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