Structural Engineering and Mechanics

  • 제60권3호
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  • Pages.455-470
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  • 2016
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  • 1225-4568(pISSN)
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  • 1598-6217(eISSN)
테크노프레스 (Techno-Press)
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DOI QR코드

DOI QR Code

Closed-form solutions for non-uniform axially loaded Rayleigh cantilever beams

  • Sarkar, Korak (Department of Aerospace Engineering, Indian Institute of Science) ;
  • Ganguli, Ranjan (Department of Aerospace Engineering, Indian Institute of Science) ;
  • Elishakoff, Isaac (Department of Mechanical Engineering, Florida Atlantic University)
  • Received : 2015.08.24
  • Accepted : 2016.09.06
  • Published : 2016.11.10
⟨ 이전 논문 다음 논문 ⟩

Abstract

In this paper, we investigate the free vibration of axially loaded non-uniform Rayleigh cantilever beams. The Rayleigh beams account for the rotary inertia effect which is ignored in Euler-Bernoulli beam theory. Using an inverse problem approach we show, that for certain polynomial variations of the mass per unit length and the flexural stiffness, there exists a fundamental closed form solution to the fourth order governing differential equation for Rayleigh beams. The derived property variation can serve as test functions for numerical methods. For the rotating beam case, the results have been compared with those derived using the Euler-Bernoulli beam theory.

Keywords

References

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