Quantifying Bonding Characteristics between UHPC and Normal-Strength Concrete for Bridge Deck Application-Reference-Cited by-同舟云学术

Quantifying Bonding Characteristics between UHPC and Normal-Strength Concrete for Bridge Deck Application

Published:2019-06 Issue:6 Volume:24 Page:04019041
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Aaleti Sriram¹,Sritharan Sri²

Affiliation:

1. Department of Civil Construction and Environmental Engineering, University of Alabama, Box 870205, Tuscaloosa, AL 35487-0205 (corresponding author).

2. Interim Assistant Dean and Wilkinson Chair of Interdisciplinary Engineering, Department of Civil Construction and Environmental Engineering, Iowa State University, Ames, IA 50011-1066.

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.1943-5592.0001404

Reference13 articles.

1. Bond Performance between Ultrahigh-Performance Concrete and Normal-Strength Concrete

2. Crane C. K. 2010. “Shear and shear friction of ultra-high performance concrete bridge girders.” Ph.D. thesis Georgia Institute of Technology.

3. FHWA (Federal Highway Administration). 2015. “National bridge inventory data.” Accessed October 2018. https://www.fhwa.dot.gov/bridge/nbi.cfm.

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