Time-Dependent Reliability-Based Methodology for Assessing Fracture Toughness Requirements for Highway Bridges-Reference-Cited by-同舟云学术

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Time-Dependent Reliability-Based Methodology for Assessing Fracture Toughness Requirements for Highway Bridges

Published:2024-10 Issue:10 Volume:29 Page:
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Chien Michelle Yong Xin¹^ORCID,Kian Mohammad Javad Tolou²,Chehrazi Ali²,Walbridge Scott³^ORCID

Affiliation:

1. Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Univ. of Waterloo, 200 University Ave. W, Waterloo, ON, Canada N2L 3G1 (corresponding author). ORCID: .

2. Postdoctoral Fellow, Dept. of Civil and Environmental Engineering, Univ. of Waterloo, 200 University Ave. W, Waterloo, ON, Canada N2L 3G1.

3. Professor, Dept. of Civil and Environmental Engineering, Univ. of Waterloo, 200 University Ave. W, Waterloo, ON, Canada N2L 3G1. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JBENF2.BEENG-6720

Reference27 articles.

1. AASHTO. 2020. AASHTO LRFD bridge design specifications. 9th ed. Washington, DC: AASHTO.

2. Proposed Revisions to the Current Charpy V-Notch Requirements for Structural Steel Used in U.S. Bridges

3. Artmont F. A. and T. P. Murphy. 2018. Influence of material toughness on fracture reliability in steel bridges. Washington DC: Transportation Research Record.

4. Development of the AASHTO fracture-toughness requirements for bridge steels

5. CEN (European Committee for Standardization). (2004). “Delivery requirements for surface condition of hot-rolled steel plates wide flats and sections—Part 3: Sections.” EN 10163-3. Brussels Belgium: CEN.

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