Cold Reinforcement and Evaluation of Steel Bridges with Fatigue Cracks-Reference-Cited by-同舟云学术

Cold Reinforcement and Evaluation of Steel Bridges with Fatigue Cracks

Published:2018-04 Issue:4 Volume:23 Page:04018014
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Wang Chun-sheng¹,Zhai Mu-sai²,Duan Lan³,Wang Yu-zhu²

Affiliation:

1. Professor, Engineering Research Center for Large Highway Structure Safety of Ministry of Education, School of Highway, Chang’an Univ., Xi’an 710064, China (corresponding author).

2. Doctoral Student, School of Highway, Chang’an Univ., Xi’an 710064, China.

3. Lecturer, School of Highway, Chang’an Univ., Xi’an 710064, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0001219

Reference27 articles.

1. Abaqus [Computer software]. SIMULIA Providence RI.

2. Alemdar F. (2011). “Repair of bridge steel girders damaged by distortion-induced fatigue.” Ph.D. thesis Dept. of Civil Architectural and Environmental Engineering Univ. of Kansas Lawrence KS.

3. Identifying Effective and Ineffective Retrofits for Distortion Fatigue Cracking in Steel Bridges Using Field Instrumentation

4. Renovation techniques for rib to deckplate fatigue cracking in orthotropic bridge decks

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