Steel and Composite Structures

  • 제49권3호
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  • Pages.349-359
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  • 2023
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  • 1229-9367(pISSN)
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  • 1598-6233(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

On dynamic response and economic of sinusoidal porous laminated nanocomposite beams using numerical method

  • Guixiao Xu (School of Digital Economy and information management, Chongqing College of Mobile Communication) ;
  • F. Ming (Department of Mechanical Engineering, University of Hong Kong)
  • 투고 : 2023.08.10
  • 심사 : 2023.10.31
  • 발행 : 2023.11.10
⟨ 이전 논문 다음 논문 ⟩

초록

Dynamic response and economic of a laminated porous concrete beam reinforced by nanoparticles subjected to harmonic transverse dynamic load is investigated considering structural damping. The effective nanocomposite properties are evaluated on the basis of Mori-Tanaka model. The concrete beam is modeled by the sinusoidal shear deformation theory (SSDT). Utilizing nonlinear strains-deflection, energy relations and Hamilton's principal, the governing final equations of the concrete laminated beam are calculated. Utilizing differential quadrature method (DQM) as well as Newmark method, the dynamic displacement of the concrete laminated beam is discussed. The influences of porosity parameter, nanoparticles volume percent, agglomeration of nanoparticles, boundary condition, geometrical parameters of the concrete beam and harmonic transverse dynamic load are studied on the dynamic displacement of the laminated structure. Results indicated that enhancing the nanoparticles volume percent leads to decrease in the dynamic displacement about 63%. In addition, with considering porosity of the concrete, the dynamic displacement enhances about 2.8 time.

키워드

참고문헌

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