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논문 기본 정보

자료유형
학술저널
저자정보
Fouad Bourada (University of Sidi Bel Abbes) Abdelmoumen Anis Bousahla (King Fahd University of Petroleum & Minerals) Abdeldjebbar Tounsi (University of Sidi Bel Abbes) E.A. Adda Bedia (King Fahd University of Petroleum & Minerals) S.R. Mahmoud (King Abdulaziz University) Kouider Halim Benrahou (University of Sidi Bel Abbes) Abdelouahed Tounsi (University of Sidi Bel Abbes)
저널정보
한국계산역학회 Computers and Concrete, An International Journal Computers and Concrete, An International Journal Vol.25 No.6
발행연도
2020.1
수록면
485 - 495 (11page)

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This paper, presents the dynamic and stability analysis of the simply supported single walled Carbon Nanotubes (SWCNT) reinforced concrete beam on elastic-foundation using an integral first-order shear deformation beam theory. The condition of the zero shear-stress on the free surfaces of the beam is ensured by the introduction of the shear correction factors. The SWCNT reinforcement is considered to be uniform and variable according to the X, O and V forms through the thickness of the concrete beam. The effective properties of the reinforced concrete beam are calculated by employing the rule of mixture. The analytical solutions of the buckling and free vibrational behaviors are derived via Hamilton’s principle and Navier method. The analytical results of the critical buckling loads and frequency parameters of the SWCNT-RC beam are presented in the form of explicit tables and graphs. Also the diverse parameters influencing the dynamic and stability behaviors of the reinforced concrete beam are discussed in detail.

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