Interfacial Parameters for Bridge Connections at High-Strength Concrete–Ultrahigh-Performance Concrete Interface
Author:
Affiliation:
1. Research Scholar, Dept. of Civil Engineering, Univ. of Manitoba, Winnipeg, MB, Canada R3T 5V6. ORCID:
2. Professor and Head, Dept. of Civil Engineering, Univ. of Manitoba, Winnipeg, MB, Canada R3T 5V6 (corresponding author).
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29MT.1943-5533.0003107
Reference20 articles.
1. Quantifying Bonding Characteristics between UHPC and Normal-Strength Concrete for Bridge Deck Application
2. Development of ultra-high performance concrete with locally available materials
3. ASTM. 2013a. Standard test method for bond strength of epoxy-resin systems used with concrete by slant shear. ASTM C882/C882M. West Conshohocken PA: ASTM.
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