Steel and Composite Structures

  • 제37권1호
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  • Pages.37-49
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  • 2020
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  • 1229-9367(pISSN)
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  • 1598-6233(eISSN)
테크노프레스 (Techno-Press)
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DOI QR코드

DOI QR Code

Free vibration analysis of axially moving laminated beams with axial tension based on 1D refined theories using Carrera unified formulation

  • Daraei, Behnam (Department of Civil Engineering, Shahid Bahonar University of Kerman) ;
  • Shojaee, Saeed (Department of Civil Engineering, Shahid Bahonar University of Kerman) ;
  • Hamzehei-Javaran, Saleh (Department of Civil Engineering, Shahid Bahonar University of Kerman)
  • 투고 : 2020.05.04
  • 심사 : 2020.09.29
  • 발행 : 2020.10.10
⟨ 이전 논문 다음 논문 ⟩

초록

In this paper, free vibration finite element analysis of axially moving laminated composite beams subjected to axial tension is studied. It is assumed that the beam has a constant axial velocity and is subject to uniform axial tension. The analysis is based on higher-order theories that have been presented by Carrera Unified Formulation (CUF). In the CUF technique, the three dimensional (3D) displacement fields are expressed as the approximation of the arbitrary order of the displacement unknowns over the cross-section. This higher-order expansion is considered in equivalent single layer (ESL) model. The governing equations of motion are obtained via Hamilton's principle. Finally, several numerical examples are presented and the effect of the ply-angle, travelling speed and axial tension on the natural frequencies and beam stability are demonstrated.

키워드

참고문헌

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