Structural behavior of cable-stayed bridges after cable failure

Seungjun Kim, Young Jong Kang

Research output: Contribution to journalArticle

7 Citations (Scopus)

Abstract

This paper investigates the change of structural characteristics of steel cable-stayed bridges after cable failure. Cables, considered as the intermediate supports of cable-stayed bridges, can break or fail for several reasons, such as fire, direct vehicle clash accident, extreme weather conditions, and fatigue of cable or anchorage. Also, the replacement of cables can cause temporary disconnection. Because of the structural characteristics with various geometric nonlinearities of cable-stayed bridges, cable failure may cause significant change to the structural state and ultimate behavior. Until now, the characteristics of structural behavior after cable failure have rarely been studied. In this study, rational cable failure analysis is suggested to trace the new equilibrium with structural configuration after the cable failure. Also, the sequence of ultimate analysis for the structure that suffers cable failure is suggested, to study the change of ultimate behavior and load carrying capacity under specific live load conditions. Using these analysis methods, the statical behavior after individual cable failure is studied based on the change of structural configuration, and distribution of internal forces. Also, the change of the ultimate behavior and load carrying capacity under specific live load conditions is investigated, using the proposed analysis method. According to the study, significant change of the statical behavior and ultimate capacity occurs although just one cable fails

Original languageEnglish
Pages (from-to)1095-1120
Number of pages26
JournalStructural Engineering and Mechanics
Volume59
Issue number6
DOIs
Publication statusPublished - 2016 Sep 25

Fingerprint

Cable stayed bridges
Cables
Load limits
Bridge cables
Steel bridges
Failure analysis
Accidents
Fires
Fatigue of materials

Keywords

  • Cable Failure
  • Cable Failure Analysis
  • Cable-Stayed Bridges
  • Nonlinear Analysis
  • Ultimate Analysis

ASJC Scopus subject areas

  • Civil and Structural Engineering
  • Building and Construction
  • Mechanics of Materials
  • Mechanical Engineering

Cite this

Structural behavior of cable-stayed bridges after cable failure. / Kim, Seungjun; Kang, Young Jong.

In: Structural Engineering and Mechanics, Vol. 59, No. 6, 25.09.2016, p. 1095-1120.

Research output: Contribution to journalArticle

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