Proceedings of the Computational Structural Engineering Institute Conference (한국전산구조공학회:학술대회논문집)

Computational Structural Engineering Institute of Korea (한국전산구조공학회)
권호 표지

The Stress Analysis of Diaphragm in Steel box girder bridge

강 박스 거더교의 격벽응력 해석

  • 조현영 (부산대학교 공과대학 토목공학과) ;
  • 정진환 (부산대학교 공과대학 토목공학과) ;
  • 박중민 (부산대학교 공과대학 토목공학과)
  • Published : 1997.10.01
Download PDF
⟨ Previous Next ⟩

Abstract

Recently, the box-girder bridge became quite popular because of the effectiveness of the box section against torsional deformation, and the finite element method has been one of the powerful and versatile method for obtaining the solution of box-girder bridge. The finite element method is used to solve a box girder which is built up with flat plates such as flanges, webs and diaphragm, and box girder is idealized by 8-nodes 2-dimensional isoparmetric finite element. To investigate the stress of diaphragm, substructure analysis is performed with two Parameters which are the location of support and slope of web.

Keywords