TO STUDY THE EFFECT OF CRACK ON NATURAL FREQUENCY IN A CANTILEVER STRUCTURE BY USING EULER’S BEAM THEORY.

Authors

  • Mr Ganesh G. Gade Department of Mechanical Engineering, Savitribai PhuleUniversityof Pune / PREC, Loni,Ahemadnagar,India
  • Mr.Amol L. Khatode Department of Mechanical Engineering, Savitribai Phule University of Pune /SGOI,COE, Belhe,Pune,India,
  • Miss Rajashree B. More Department of Mechanical Engineering, Savitribai Phule University of Pune / SVCET, Rajuri, Pune,India

Keywords:

Free vibration, Crack;, Natural frequencies;, Beam

Abstract

The presence of cracks causeschanges in the physical properties of a structure which introduces flexibility, and thus reducing the stiffness of the structure with an inherent reduction in modal natural frequencies. Consequently it leads to the change in the dynamic response of the beam. In this paper, A model for free vibration analysis of a beam with an open edge crack has been presented. Variations of natural frequencies due to crack at various locations and with varying crack depths have been studied. A parametric study has been carried out. The cracked beams with different boundary conditions have been analyzed. The results obtained by Euler’s beam theory.

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Published

2021-03-27

Issue

2015: ICITDCEME

Section

Articles

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