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New formulation for vibration analysis of Timoshenko beam with double-sided cracks

  • Ayatollahi, M.R. (Fatigue and Fracture Laboratory, Department of Mechanical Engineering, Iran University of Science and Technology) ;
  • Hashemi, R. (Fatigue and Fracture Laboratory, Department of Mechanical Engineering, Iran University of Science and Technology) ;
  • Rokhi, H. (Fatigue and Fracture Laboratory, Department of Mechanical Engineering, Iran University of Science and Technology)
  • Received : 2008.04.28
  • Accepted : 2009.11.27
  • Published : 2010.03.10

Abstract

It is the intention of this study to synthesize the effects of double-edge cracks on the dynamic characteristics of a beam. The stiffness matrix is first determined for a Timoshenko beam containing two same-line edge cracks. The presented model is then developed for elements with two parallel double-sided cracks, considering the interaction between the stress fields of adjacent cracks. Finally, a finite element code is implemented, to examine the influence of depth and location of double cracks, on the natural frequencies of the damaged system.

Keywords

References

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