Longitudinal Joints between Deck Bulb Tee Girders Made with Nonproprietary Ultra-High-Performance Concrete-Reference-Cited by-同舟云学术

Longitudinal Joints between Deck Bulb Tee Girders Made with Nonproprietary Ultra-High-Performance Concrete

Published:2021-12 Issue:12 Volume:26 Page:
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Peruchini Tim¹,Stanton John²,Calvi Paolo³

Affiliation:

1. BIM/VDC Manager, Hoffman Construction Company, Seattle, WA 98101.

2. Professor, Dept. of Civil and Environmental Engineering, Univ. of Washington, Seattle, WA 98195 (corresponding author).

3. Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of Washington, Seattle, WA 98195.

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.1943-5592.0001802

Reference19 articles.

1. AASHTO. 2014. AASHTO LRFD bridge design specifications. 7th ed. Washington, DC: AASHTO.

2. Berry, M. 2015. Feasibility of nonproprietary ultra-high performance concrete (UHPC) for use in highway bridges in Montana. Helena, MT: Research, Development, and Technology, Montana Dept. of Transportation.

3. Ferluga, E., and P. Glassford. 2015. Evaluation of performance based concrete for bridge decks. Olympia, WA: Washington State Dept. of Transportation.

4. Development of direct tension test method for ultra-high-performance fiber-reinforced concrete;Graybeal B.;ACI Mater. J.,2013

5. Lap-Spliced Rebar Connections with UHPC Closures

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1. Shear behavior of precast bridge deck panels with UHPC wet joints;Engineering Structures;2024-10

2. Deck Bulb Tee Girder Bridge Problems and Applications;Prestress Technology;2023

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