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논문 기본 정보

자료유형
학술저널
저자정보
Rachid Zerrouki (University of Tiaret) Abdelkader Karas (University of Tiaret) Mohamed Zidour (University of Tiaret) Abdelmoumen Anis Bousahla (Université de Sidi Bel Abbés) Abdelouahed Tounsi (University of SidiBel Abbes) Fouad Bourada (Université de Sidi Bel Abbés) Abdeldjebbar Tounsi (Université de Sidi Bel Abbés) Kouider Halim Benrahou (University of SidiBel Abbes) S.R. Mahmoud (King Abdulaziz University)
저널정보
국제구조공학회 Structural Engineering and Mechanics, An Int'l Journal Structural Engineering and Mechanics, An Int'l Journal Vol.78 No.2
발행연도
2021.1
수록면
117 - 124 (8page)

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This work focused on the novel numerical tool for the bending responses of carbon nanotube reinforced composites (CNTRC) beams. The higher order shear deformation beam theory (HSDT) is used to determine strain-displacement relationships. A new exponential function was introduced into the carbon nanotube (CNT) volume fraction equation to show the effect of the CNT distribution on the CNTRC beams through displacements and stresses. To determine the mechanical properties of CNTRCs, the rule of the mixture was employed by assuming that the single-walled carbon nanotubes (SWCNTs)are aligned and distributed in the matrix. The governing equations were derived by Hamilton’s principle, and the mathematical models presented in this work are numerically provided to verify the accuracy of the present theory. The effects of aspect ratio (l/d), CNT volume fraction (Vcnt), and the order of exponent (n) on the displacement and stresses are presented and discussed in detail. Based on the analytical results. It turns out that the increase of the exponent degree (n) makes the X-beam stiffer and the exponential CNTs distribution plays an indispensable role to improve the mechanical properties of the CNTRC beams.

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