DOI QR코드

DOI QR Code

A numerical analysis of the large deflection of an elastoplastic cantilever

  • Wang, B. (School of Mechanical and Production Engineering, Nanyang Technological University) ;
  • Lu, G. (School of Mechanical and Production Engineering, Nanyang Technological University) ;
  • Yu, T.X. (Department of Mechanical Engineering, UMIST)
  • 발행 : 1995.03.25

초록

A simple numerical method is applied to calculate the large deflection of a cantilever beam under an elastic-plastic deformation by dividing the deformed axis into a number of small segments. Assuming that each segment can be approximated as a circular arc, the method allows large deflections and plastic deformation to be analyzed. The main interests are the load-deflection relationship, curvature distribution along the beam and the length of the plastic region. The method is proved to be easy and particularly versatile. Comparisons with other studies are given.

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참고문헌

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피인용 문헌

  1. Large displacement analysis of inelastic frame structures by convected material frame approach vol.13, pp.2, 2002, https://doi.org/10.12989/sem.2002.13.2.135
  2. Large deflection of elastoplastic, non-linear strain-hardening cantilevers vol.216, pp.4, 2001, https://doi.org/10.1243/0954406021525223
  3. A Proposed Technique for Large Deflection Analysis of Cantilever Beams Composed of Two Nonlinear Elastic Materials Subjected to an Inclined Tip Concentrated Force vol.10, pp.3, 2007, https://doi.org/10.1260/136943307781422244
  4. Large deflection of elastoplastic beams with prescribed moving and rotating ends vol.217, pp.9, 2003, https://doi.org/10.1243/095440603322407245