Effect of CFRP strengthening systems on the fatigue limit of reinforced concrete beams-Reference-Cited by-同舟云学术

Effect of CFRP strengthening systems on the fatigue limit of reinforced concrete beams

Published:2020-04-29 Issue:3 Volume:17 Page:361-378
ISSN:1573-2479
Container-title:Structure and Infrastructure Engineering
language:en
Short-container-title:Structure and Infrastructure Engineering

Author:

Eljufout Tamer¹^ORCID,Toutanji Houssam²,Al-Qaralleh Mohammad³

Affiliation:

1. Department of Civil and Environment Engineering, American University of Madaba, Amman, Jordan

2. College of Engineering and Computer Science, California State University, CA, USA

3. Department of Civil and Environment Engineering, Mutah University, Karak, Jordan

Publisher

Informa UK Limited

Subject

Mechanical Engineering,Ocean Engineering,Geotechnical Engineering and Engineering Geology,Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/15732479.2020.1751665

Reference47 articles.

1. Fatigue Behavior of Carbon Fiber Reinforced Polymer-Strengthened Reinforced Concrete Bridge Girders

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1. Surface fatigue crack propagation behavior of CFRP-steel plates with improved J-integral driving model;International Journal of Fatigue;2024-08

2. Flexural behavior of reinforced concrete beams strengthened with gradually prestressed near surface mounted carbon fiber-reinforced polymer strips under static and fatigue loading;Advances in Structural Engineering;2024-04-08

3. Study on Crack Resistance and Calculation Model of RAC Beams Strengthened with Prestressed CFRP;International Journal of Concrete Structures and Materials;2024-01-04

4. Full-Range fatigue behavior of NSM CFRP-to-Concrete bonded joints;Engineering Structures;2023-11

5. Multiscale uncertainty propagation analysis and reliability optimization of the CFRP crossbeam of the twist beam axle;International Journal of Mechanical Sciences;2023-03