TESTING & ANALYSIS OF TORQUE LIMITER TIMER BELT SPINDLE DRIVE FOROVERLOAD PROTECTION

Authors

  • Pankaj Thakuji Thorve Department of Mechanical Engineering, Savitribai PhuleUniversityof Pune / PREC, Loni,Ahemadnagar,India
  • Dr. S.B. Zope Department of Mechanical Engineering, Savitribai Phule Pune University / Sahyadri Valley College of Engineering & Technology, Rajuri, Pune

Keywords:

DISADVANTAGES OF CURRENT SYSTEM OF OVERLOAD PROTECTION

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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