A cohesive model to predict the loading bond capacity of concrete structures repaired/reinforced with HPFRC/UHPFRC and stressed to mixed mode-Reference-Cited by-同舟云学术

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A cohesive model to predict the loading bond capacity of concrete structures repaired/reinforced with HPFRC/UHPFRC and stressed to mixed mode

Published:2020-09 Issue: Volume:112 Page:103673
ISSN:0958-9465
Container-title:Cement and Concrete Composites
language:en
Short-container-title:Cement and Concrete Composites

Author:

Savino V.,Lanzoni L.,Tarantino A.M.,Viviani M.

Funder

Italian Ministry of Education, University and Research

Publisher

Elsevier BV

Subject

General Materials Science,Building and Construction

Reference67 articles.

1. Flexural behavior of reinforced concrete beams strengthened with ultra-high performance fiber reinforced concrete;Al-Osta;Construct. Build. Mater.,2017

2. Shear bond testing of concrete repairs;Austin;Cement Concr. Res.,1999

3. Influence of substrate moisture state and roughness on interface Microstructure and bond strength: slant shear vs. Pull-off testing;Bentz;Cement Concr. Compos.,2018

4. Long-term Performance of Bonded Concrete Overlays Sub- Jected to Differential Shrinkage;Beushausen,2005

5. The influence of concrete substrate preparation on overlay bond strength;Beushausen;Mag. Concr. Res.,2010

Cited by 9 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. Review of factors affecting bond strength between ultra-high-performance concrete and normal strength substrate;Construction and Building Materials;2024-08

2. Determination of NSC-UHPC interface properties for numerical modeling of UHPC-strengthened concrete beams and slabs;Engineering Structures;2023-09

3. Characterization of interface properties for modeling the shear behavior of T-beams strengthened with ultra high-performance concrete;Structure and Infrastructure Engineering;2023-08-21

4. Numerical simulation and design method of the interface of UHPFRC-strengthened RC structures using post-installed rebars;Engineering Structures;2023-08

5. Interfacial shear performance of UHPC-strengthened RC structures using post-installed rebar connections: Experiments and analyses;Engineering Structures;2023-02

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