Fatigue of web-flange weld of corrugated web girders

1. Influence of web corrugation geometry and flange geometry on web-flange weld toe stresses

Kengo Anami, Richard Sause, Hassan H. Abbas

Research output: Contribution to journalArticle

28 Citations (Scopus)

Abstract

The fatigue performance of the web-flange weld of steel girders with trapezoidal corrugated webs was examined experimentally, using large-scale girder specimens, and analytically. The focus was on a region of constant bending moment. Fatigue cracks initiated at many points along the inclined folds, and then propagated perpendicular to the principal stress direction. Propagation of cracks initiating near the end of the inclined folds led to failure. Parametric FEM analyses indicated that the corrugation angle and the bend radius at the fold lines of the corrugations are the parameters that most influence the stress at the web-flange weld toe.

Original languageEnglish
Pages (from-to)373-381
Number of pages9
JournalInternational Journal of Fatigue
Volume27
Issue number4
DOIs
Publication statusPublished - 2005 Apr
Externally publishedYes

Fingerprint

Beams and girders
Flanges
Welds
Fatigue of materials
Geometry
Steel
Bending moments
Cracks
Finite element method
Fatigue cracks
Direction compound

Keywords

  • Corrugated web girders
  • Fatigue strength
  • Geometry effect
  • Stress concentration

ASJC Scopus subject areas

  • Mechanical Engineering
  • Mechanics of Materials

Cite this

Fatigue of web-flange weld of corrugated web girders : 1. Influence of web corrugation geometry and flange geometry on web-flange weld toe stresses. / Anami, Kengo; Sause, Richard; Abbas, Hassan H.

In: International Journal of Fatigue, Vol. 27, No. 4, 04.2005, p. 373-381.

Research output: Contribution to journalArticle

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