Study on fatigue damages and retrofit methods of steel box girder in a suspension bridge

Zhuoyi Chen, Chuanxi Li, Lu Ke, Yongming Liu, Jiqiao Lin

Research output: Contribution to journalArticle

1 Citation (Scopus)

Abstract

For orthotropic steel deck with flexible pavement, it is very difficult to overcome fatigue damages, and the fatigue cracks originating from the diaphragm around cope holes are mainly caused by out-of-plane deformation. A suspension bridge is used to investigate the information of structures size, vehicular loads and the fatigue damages. The diaphragm stresses under wheel loads and their related laws are analyzed, and the retrofit methods of diaphragm fatigue cracks are contrasted. The conclusions are as follows: (1) Reasonable structure and detail of orthotropic steel deck with flexible pavement can ensure its fatigue life cycle under normal vehicle loads. (2) Wheel load stresses in diaphragm around cope hole are mainly composed of in-plane stresses, the traditional conclusion that out-of-plane deformation basically result in fatigue cracks in this area is debatable. (3) The highest stress in the diaphragm around cope hole happens when the wheel locates at 0.3m apart from the concerned diaphragm longitudinally and right above the concerned sawtooth block horizontally. (4)The influence range of wheel load on stress around cope hole is 1.5 times that of diaphragm spacing, and is 2.0 times that of U rib spacing. (5) “Optimized cope hole” or “optimized cope hole combined with double-sided reinforcing steel plate” can be adopted as the retrofitting scheme for diaphragm fatigue cracking. Optimized notch shape and reinforcing steel plate shape can be unified for the entire bridge.

Original languageEnglish (US)
Pages (from-to)91-100
Number of pages10
JournalTumu Gongcheng Xuebao/China Civil Engineering Journal
Volume50
Issue number3
StatePublished - Mar 1 2017

Fingerprint

Suspension bridges
Fatigue damage
Diaphragms
Steel
Loads (forces)
Wheels
Pavements
Fatigue of materials
Damage
Fatigue
Suspension
Retrofitting
Hole
Life cycle
Wheel

Keywords

  • Cracking mechanism
  • Fatigue cracks
  • Orthotropic steel bridge deck
  • Steel box girder
  • Strengthening scheme

ASJC Scopus subject areas

  • Architecture
  • Civil and Structural Engineering
  • Building and Construction
  • Arts and Humanities (miscellaneous)

Cite this

Study on fatigue damages and retrofit methods of steel box girder in a suspension bridge. / Chen, Zhuoyi; Li, Chuanxi; Ke, Lu; Liu, Yongming; Lin, Jiqiao.

In: Tumu Gongcheng Xuebao/China Civil Engineering Journal, Vol. 50, No. 3, 01.03.2017, p. 91-100.

Research output: Contribution to journalArticle

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