A multiscale experimental study of CFRP-UHPFRC interfacial bond behaviour: Failure mechanisms and a fibre volume dependent bond-slip law-Reference-Cited by-同舟云学术

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A multiscale experimental study of CFRP-UHPFRC interfacial bond behaviour: Failure mechanisms and a fibre volume dependent bond-slip law

Published:2024-05 Issue: Volume:63 Page:106322
ISSN:2352-0124
Container-title:Structures
language:en
Short-container-title:Structures

Author:

Li Yaqi,Yang Zhenjun,Zhang Zihua^ORCID,Peng Chengming,Lin Mo

Funder

Chinesisch-Deutsche Zentrum für Wissenschaftsförderung

Guangxi Key Research and Development Program

National Natural Science Foundation of China

Publisher

Elsevier BV

Reference59 articles.

1. Composition of reactive powder concretes;Richard;Cem Concr Res,1995

2. Characteristics of high-performance steel fiber-reinforced concrete subject to high velocity impact;Luo;Cem Concr Res,2000

3. Durability of ultra-high performance concrete – a review;Li;Constr Build Mater,2020

4. Tensile strength behavior of UHPC and UHPFRC;Kusumawardaningsih;Procedia Eng,2015

5. FRP-Strengthened RC Structures;Teng,2002

Cited by 3 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Meso-scale modelling of FRP-to-concrete bond interfaces;Advances in Structural Engineering;2025-05-22

2. Effects of shear connection methods on the performance of UHPFRC-NC hybrid beams with U-shaped GFRP stay-in-place formworks;Composite Structures;2025-04

3. Improved mechanical and microscopic properties of ultra-high-performance concrete with the addition of hybrid alkali-resistant glass fibers;Construction and Building Materials;2024-11

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