Effect of Cyclic Temperature and Fatigue Load on the Performance of Bond Strength at High-Strength Concrete

Effect of Cyclic Temperature and Fatigue Load on the Performance of Bond Strength at High-Strength Concrete–UHPC Interface

Published:2023-05 Issue:5 Volume:35 Page:
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Tan Li Xin¹,Semendary Ali A.²^ORCID,Svecova Dagmar³^ORCID

Affiliation:

1. Dept. of Civil Engineering, Univ. of Manitoba, Winnipeg, MB, Canada R3T 5V6.

2. Research Scholar, Dept. of Civil Engineering, Univ. of Manitoba, Winnipeg, MB, Canada R3T 5V6 (corresponding author). ORCID: .

3. Professor and Head, Dept. of Civil Engineering, Univ. of Manitoba, Winnipeg, MB, Canada R3T 5V6. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/JMCEE7.MTENG-13922

Reference30 articles.

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3. Attanayake, U., and H. Aktan. 2017. Reflective cracking between precast prestressed box girders. No. WHRP 0092-14-01. WI: Dept. of Transportation. Research and Library Unit.

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

5. Enhancing Shrinkage Properties and Bond Performance of Prefabricated Bridge Deck Connection Grouts: Material and Component Testing

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