Grinding treatment effect on rib-to-roof weld fatigue performance of steel bridge decks-Reference-Cited by-同舟云学术

Grinding treatment effect on rib-to-roof weld fatigue performance of steel bridge decks

Published:2017-02 Issue: Volume:129 Page:163-170
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Fu Zhongqiu,Ji Bohai,Kong Xiangming,Chen Xiang

Funder

National Natural Science of China

Fundamental Research Funds for the Central Universities

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference17 articles.

1. Experiment on fatigue behavior of rib-to-deck weld root in orthotropic steel decks;Kainuma;J. Constr. Steel Res.,2016

2. Research on stress spectrum of steel decks in suspension bridge considering measured traffic flow;Ji;J. Perform. Constr. Facil.,2011

3. Fatigue life prediction of welded joints in orthotropic steel decks considering temperature effect and increasing traffic flow;Guo;Struct. Health Monit.,2008

4. Rehabilitation and improvement of fatigue life of welded joints by ICR treatment;Yamada;Adv. Steel Constr.,2015

5. Strengthening fatigue-cracked steel bridge decks;Battista;Proc. Inst. Civ. Eng. Bridg. Eng.,2004

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