Rewelding Repair Effects on Fatigue Cracks in Steel Bridge Deck Welds-Reference-Cited by-同舟云学术

Rewelding Repair Effects on Fatigue Cracks in Steel Bridge Deck Welds

Published:2017-12 Issue:6 Volume:31 Page:04017094
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Fu Zhongqiu¹,Wang Qiudong²,Ji Bohai³,Yuanzhou Zhiyuan²

Affiliation:

1. Associate professor, College of Civil and Transportation Engineering, Hohai Univ., Xikang Rd. 1#, Jiangsu, Nanjing 210098, P.R. China.

2. Ph.D. Candidate, College of Civil and Transportation Engineering, Hohai Univ., Xikang Rd. 1#, Jiangsu, Nanjing 210098, P.R. China.

3. Professor, College of Civil and Transportation Engineering, Hohai Univ., Xikang Rd. 1#, Jiangsu, Nanjing 210098, P.R. China (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CF.1943-5509.0001083

Reference24 articles.

1. Effects of static loads on weldability repair/reinforcement by welding for steel bridges in service;Agano Y.;Weld. Int.,2015

2. The effect of repeated repair welding on mechanical and corrosion properties of stainless steel 316L;Aghaali I.;Mater. Des.,2014

3. Role of Bond in RC Beams Strengthened with Steel and FRP Plates

4. Repair welding of SQV2A pressure vessel steel by temper bead techniques without post welding heat treatment;Brziak P.;Arch. Metall. Mater.,2011

5. Development of a technique to improve fatigue lives of crack-stop holes in steel bridges;Crain J. S.;Transp. Res. Rec.,2010

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