A Study of Torsional and Distortional Analysis of Thin-walled Multicell Box Girder Using Shell Elements

쉘요소를 이용한 박판다실박스거더에서의 비틀림과 뒤틀림 해석기법 연구

  • 김승준 (고려대학교 공과대학 사회환경시스템공학과) ;
  • 박종섭 (상명대학교 공과대학 토목환경공학과) ;
  • 김성남 (고려대학교 공과대학 사회환경시스템공학과) ;
  • 강영종 (고려대학교 공과대학 사회환경시스템공학과)
  • Published : 2007.02.22

Abstract

Thin-walled multicell box girders subjected to an eccentric load can be produced the three global behaviors of flexure, torsion, and distortion. But it is very difficult to evaluate each influences of major behaviors numerically. If we can decompose an eccentric load P into flexural, torsional, and distortional forces, we can execute quantitative analysis each influences of major behaviors. Decomposition of Applied Load for Thin-walled Rectangular multi-cell box girders is researched by Park, Nam-Hoi(Development of a multicell Box Beam Element Including Distortional Degrees of Freedom, 2003). But researches about thin-walled trapezoidal multi-cell section is insufficient. So, this paper deals with decomposition process and independent analysis method of multi-cell box girders include trapezoidal section.

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