Structural Engineering and Mechanics

  • 제66권6호
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  • Pages.703-711
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  • 2018
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  • 1225-4568(pISSN)
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  • 1598-6217(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Timoshenko theory effect on the vibration of axially functionally graded cantilever beams carrying concentrated masses

  • Rossit, Carlos A. (Department of Engineering, Universidad Nacional del Sur(UNS) Consejo Nacional de Investigaciones Cientificas y Tecnicas (CONICET)) ;
  • Bambill, Diana V. (Department of Engineering, Universidad Nacional del Sur(UNS) Consejo Nacional de Investigaciones Cientificas y Tecnicas (CONICET)) ;
  • Gilardi, Gonzalo J. (Department of Engineering, Universidad Nacional del Sur(UNS) Consejo Nacional de Investigaciones Cientificas y Tecnicas (CONICET))
  • 투고 : 2017.10.26
  • 심사 : 2018.03.19
  • 발행 : 2018.06.25
⟨ 이전 논문 다음 논문 ⟩

초록

In this paper is studied the effect of considering the theory of Timoshenko in the vibration of AFG beams that support ground masses. As it is known, Timoshenko theory takes into account the shear deformation and the rotational inertia, provides more accurate results in the general study of beams and is mandatory in the case of high frequencies or non-slender beams. The Rayleigh-Ritz Method is employed to obtain approximated solutions of the problem. The accuracy of the procedure is verified through results available in the literature that can be represented by the model under study. The incidence of the Timoshenko theory is analyzed for different cases of beam slenderness, variation of its cross section and compositions of its constituent material, as well as different amounts and positions of the attached masses.

키워드

참고문헌

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