FE Analysis of Forged Parts of Suspension Bridge : cases of Strand Shoe and Hanger Socket

입체요소를 이용한 현수교 주단강품의 유한요소해석 : 스트랜드슈와 행어소켓

  • 최창근 (한국과학기술원 토목공학과) ;
  • 이태열 (한국과학기술원 토목공학과) ;
  • 노혁천 (한국과학기술원 토목공학과) ;
  • 김재철 (한국중공업 기술연구원 구조강도연구팀)
  • Published : 1998.04.01

Abstract

In suspension bridges, the axial farces in the wires are transferred by side pressure on the semicircular face, and further from the strand shoe through rods to a base plate fixed to the massive concrete part of the anchor block. For prefabricated strands the most common way of anchoring is by socketing the ends of the strands. In this study, strand shoe and hanger socket are analyzed far various load conditions using Finite Element Method. The finite element models are built using MSC/PATRAN and analysis is carried out using MSC/NASTRAN. Results are again completely processed using MSC/PATRAN. From the results of the analysis, trends of deformation and stress distribution are reviewed and important factors to consider in the design of strand shoe and hanger socket are discussed.

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