Design and Behavior of UHPFRC Field-Cast Transverse Connections between Precast Bridge Deck Elements-Reference-Cited by-同舟云学术

Design and Behavior of UHPFRC Field-Cast Transverse Connections between Precast Bridge Deck Elements

Published:2017-07 Issue:7 Volume:22 Page:04017031
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Verger-Leboeuf Sébastien¹,Charron Jean-Philippe²,Massicotte Bruno³

Affiliation:

1. Research Associate, Polytechnique Montreal, P.O. Box 6079, Station Centre-Ville, Montreal, QC, Canada H3C 3A7.

2. Professor, Polytechnique Montreal, P.O. Box 6079, Station Centre-Ville, Montreal, QC, Canada H3C 3A7 (corresponding author).

3. Professor, Polytechnique Montreal, P.O. 6079, Station Centre-Ville, Montreal, QC, Canada H3C 3A7.

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.1943-5592.0001064

Reference25 articles.

1. ATENA 3D 5.1.1 [Computer software]. Cervenka Consulting Czech Republic.

2. Bergeron F. (2013). “Design of a ribbed precast bridge slab in steel fiber reinforced concrete.” Master’s thesis Sherbrooke Univ. Sherbrooke QC Canada (in French).

3. CEB-FIB. (2000). “Bond of reinforcement in concrete: State-of-the-art report.” fib Bulletin 10 International Federation for Structural Concrete Lausanne Switzerland.

4. Monolithic and hybrid precast bridge parapets in high and ultra-high performance fibre reinforced concretes

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