Structural Engineering and Mechanics

Techno-Press (테크노프레스)
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Analysis of a cantilever bouncing against a stop according to Timoshenko beam theory

  • Tsai, Hsiang-Chuan (Department of Construction Engineering, National Taiwan Institute of Technology) ;
  • Wu, Ming-Kuen (Department of Construction Engineering, National Taiwan Institute of Technology)
  • Published : 1997.05.25
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Abstract

The bouncing of a cantilever with the free end pressed against a stop can create high-frequency vibration that the Bernoulli-Euler beam theory is inadequate to solve. An analytic procedure is presented using Timoshenko beam theory to obtain the non-linear response of a cantilever supported by an elastic stop with clearance at the free end. Through a numerical example, the bouncing behavior of the Timoshenko and Bernoulli-Euler beam models are compared and discussed.

Keywords

Acknowledgement

Supported by : National Science Council

References

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