Fatigue performance of orthotropic steel decks in a wide steel-box girder
Author:
Funder
China Railway Group Ltd
Publisher
Elsevier BV
Subject
Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering
Reference26 articles.
1. Experimental investigation and numerical simulation on welding residual stress of innovative double-side welded rib-to-deck joints of orthotropic steel decks;Zhang;J. Constr. Steel Res.,2021
2. Fatigue performance of orthotropic steel decks in long-span cable-stayed steel-box girder railway bridges;Shi;J. Bridg. Eng.,2019
3. Experimental study on the fatigue performance of roof and U-rib welds of orthotropic steel bridge decks;Fu;KSCE J. Civ. Eng.,2018
4. Evaluation of cracking in the rib-to-deck welds of the Bronx–Whitestone bridge;Fisher;J. Bridg. Eng.,2016
5. Basic performance of the composite deck system composed of orthotropic steel deck and ultrathin RPC layer;Shao;J. Bridg. Eng.,2013
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