Fatigue Failure Analysis of Cracks near the Sole Plate of a Half-Through Steel-Arch Bridge-Reference-Cited by-同舟云学术

Fatigue Failure Analysis of Cracks near the Sole Plate of a Half-Through Steel-Arch Bridge

Published:2019-05 Issue:5 Volume:24 Page:05019004
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Wang Q.¹^ORCID,Okumatsu T.²,Nakamura S.³,Nishikawa T.²,Wu Q.⁴,Chen K.⁵

Affiliation:

1. Experimentalist, College of Civil Eng., Fuzhou Univ., No. 2, Xueyuan Road, University Town, Fuzhou, Fujian 350116, China (corresponding author). ORCID: .

2. Associate Professor, Dept. of Civil and Environmental Eng., Nagasaki Univ., 1-14, Bukyo-machi, Nagasaki 852-8521, Japan.

3. Professor, Dept. of Civil and Environmental Eng., Nagasaki Univ., 1-14, Bukyo-machi, Nagasaki 852-8521, Japan.

4. Professor, College of Civil Eng., Fuzhou Univ., No. 2, Xueyuan Road, University Town, Fuzhou, Fujian 350116, China.

5. Associate Professor, College of Civil Eng., Fuzhou Univ., No. 2, Xueyuan Road, University Town, Fuzhou, Fujian 350116, 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.1943-5592.0001380

Reference13 articles.

1. Repair and strengthening of fatigue damages on I-section steel deck girder bridges in Hanshin Expressway-outline of fatigue damages, repair history and drastic improvement plan;Adachi Y.;Bridge Found. Eng.,2012

2. Fatigue-Prone Details in Steel Bridges

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