Distortion-Induced Fatigue Cracking after Crack Arrest Hole Retrofit of Steel Girder Bridges-Reference-Cited by-同舟云学术

Distortion-Induced Fatigue Cracking after Crack Arrest Hole Retrofit of Steel Girder Bridges

Published:2023-06 Issue:6 Volume:28 Page:
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Chen Yixin¹^ORCID,Saunders Joseph²^ORCID,Hodgson Ian³,Sause Richard⁴

Affiliation:

1. Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Lehigh Univ., Bethlehem, PA 18015 (corresponding author). ORCID: .

2. Structural Engineer, Naval Surface Warfare Center Carderock Division, Bethesda, MD 20817. ORCID: .

3. Senior Research Engineer, ATLSS Research Center, Lehigh Univ., Bethlehem, PA 18015.

4. Joseph T. Stuart Professor of Structural Engineering, Dept. of Civil and Environmental Engineering, Lehigh Univ., Bethlehem, PA 18015.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/JBENF2.BEENG-5567

Reference14 articles.

1. AASHTO. 2018. AASHTO LRFD bridge design specifications. 8th ed. Washington, DC: AASHTO.

2. Fatigue Evaluation of Steel Bridges

3. Benchmark for evaluating performance in visual inspection of fatigue cracking in steel bridges;Campbell L. E.;J. Bridge Eng.,2019

4. Chen, Y., J. Saunders, I. Hodgson, and R. Sause. 2023. Design of crack-arrest holes for distortion-induced fatigue cracking in steel bridges. CIAMTIS UTC Report, Bethlehem, PA.

5. Dassault Systemes Simulia Corp. 2016. ABAQUS/standard documentation, version 16. Providence, RI: Dassault Systemes.

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