Structural Behavior of Novel Precast TL-5 Bridge Barriers Using Ultrahigh-Performance Fiber-Reinforced Concretes-Reference-Cited by-同舟云学术

Structural Behavior of Novel Precast TL-5 Bridge Barriers Using Ultrahigh-Performance Fiber-Reinforced Concretes

Published:2022-03 Issue:3 Volume:27 Page:
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Gendron Frédérick¹,Desmettre Clélia²,Charron Jean-Philippe³^ORCID

Affiliation:

1. Master’s Student, Dept. of Civil, Geological and Mining Engineering, Polytechnique Montréal, Montréal, QC, Canada H3C 3A7.

2. Research Professional, Dept. of Civil, Geological and Mining Engineering, Polytechnique Montréal, Montréal, QC, Canada H3C 3A7.

3. Full Professor, Dept. of Civil, Geological and Mining Engineering, Polytechnique Montréal, P.O. Box 6079, Station Centre-Ville, Montréal, QC, Canada H3C 3A7 (corresponding author). ORCID: .

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.1943-5592.0001826

Reference28 articles.

1. AFGC (Association Française de Génie Civil). 2013. Bétons fibrés à ultra-hautes performances—Recommandations—Édition révisée 2013. Paris: AFGC.

2. AASHTO. 2016. Manual for assessing safety hardware. 2nd ed. Washington, DC: AASHTO.

3. AASHTO. 2017. LRFD bridge design specifications. Washington, DC: AASHTO.

4. ASTM. 2014. Standard test method for static modulus of elasticity and Poisson’s ratio of concrete in compression. ASTM-C469. West Conshohocken, PA: ASTM.

5. Crack band theory for fracture of concrete

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