Effect of Roughness on the Bond Behavior between Ultrahigh-Performance Engineered Cementitious Composites and Old Concrete-Reference-Cited by-同舟云学术

Effect of Roughness on the Bond Behavior between Ultrahigh-Performance Engineered Cementitious Composites and Old Concrete

Published:2023-08 Issue:8 Volume:35 Page:
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Zhang Cong¹,Wu Lishan²,Yu Zhihui²,Gu Jiaming³,Ukrainczyk Neven⁴^ORCID,Cai Jingming⁵^ORCID

Affiliation:

1. Associate Professor, School of Environmental and Civil Engineering, Jiangnan Univ., Wuxi 214122, China; Jiangsu Key Laboratory of Environmental Impact and Structural Safety in Engineering, Xuzhou 221000, China.

2. Master’s Student, Advanced Cementitious Composites Lab, School of Environmental and Civil Engineering, Jiangnan Univ., Wuxi 214000, China.

3. Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Faculty of Science and Technology, Univ. of Macau, Macau 999078, China.

4. Senior Researcher and Principal Investigator, Institute of Construction and Building Materials, Technical Univ. of Darmstadt, Franziska-Braun-Straße 7, Darmstadt 64287, Germany. ORCID: .

5. Associate Professor, Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education, Southeast Univ., Nanjing 210018, China (corresponding author). 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-15735

Reference46 articles.

1. Structural behavior of rubberized engineered cementitious composite beam-column joints under cyclic loading;AbdelAleem B. H.;ACI Struct. J.,2020

2. Interfacial bond behavior between ultra high performance concrete and normal concrete substrates

3. Performance of bond strength between ultra-high-performance concrete and concrete substrates (concrete screed and self-compacted concrete): An experimental study

4. Development of a new nano modified cement based adhesive for FRP strengthened RC members

5. Advances in bonding agents for retrofitting concrete structures with fibre reinforced polymer materials: A review

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