Fatigue Behavior of Welded T-Joints with a CHS Brace and CFCHS Chord under Axial Loading in the Brace

Wang, Ke; Tong, Lewei; Zhu, Jun; Zhao, Xiao‐Ling; Mashiri, Fidelis

doi:10.1061/(asce)be.1943-5592.0000331

Public

Fatigue Behavior of Welded T-Joints with a CHS Brace and CFCHS Chord under Axial Loading in the Brace

Published in Journal of Bridge Engineering • Oct 27, 2011

Authors:

Ke Wang

Lewei Tong

Jun Zhu

Abstract

The welded truss composed of circular hollow section (CHS) braces and concrete-filled circular hollow-section (CFCHS) chords is a new kind of structural system that has been increasingly applied in large span arch bridges in China. It is necessary to have a good knowledge of fatigue strength of the ...

Subject

Brace

Structural engineering

Chord (peer-to-peer)

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