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Moving Support Elements for Dynamic Finite Element Analysis of Statically Determinate Beams Subjected to Support Motions

지점운동을 받는 정정보의 동해석을 위한 동지점 유한요소 개발

  • 김용우 (순천대학교 기계공학과) ;
  • 정명조 (한국원자력안전기술원)
  • Received : 2012.11.16
  • Accepted : 2013.01.21
  • Published : 2013.04.01

Abstract

A finite element formulation for a Rayleigh-damped Bernoulli-Euler beam subjected to support motions, which accompanies quasi-static rigid-body motion, is presented by using the quasi-static decomposition method. Moving support beam elements, one of whose nodes is coincident with the moving support, are developed to represent the effect of a moving support. Statically determinate beams subjected to support motions can be modeled successfully by using moving support elements. Examples of cantilever and simply-supported beams subjected to support motions are illustrated, and the numerical results are compared with the analytical solutions. The comparison shows good agreement.

Keywords

Support Motion;Quasi-Static Decomposition Method;Moving Support Elements;Support-Free Element;Rayleigh-Damped Euler-Bernoulli Beam;Statically Determinate Beam;Dynamic Finite Element Analysis

Acknowledgement

Supported by : 한국원자력안전기술원

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Cited by

  1. FE Dynamic Analysis Using Moving Support Element on Multi-Span Beams Subjected to Support Motions vol.05, pp.04, 2015, https://doi.org/10.4236/mme.2015.54011