Assessment of shear capacity in NSM prestressed FRP strengthening with anchorage conditions-Reference-Cited by-同舟云学术

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Assessment of shear capacity in NSM prestressed FRP strengthening with anchorage conditions

Published:2024-07 Issue: Volume:20 Page:e02743
ISSN:2214-5095
Container-title:Case Studies in Construction Materials
language:en
Short-container-title:Case Studies in Construction Materials

Author:

Cho Sanghyeon,Chung Wonseok,Jung Woo-tai,Park Jong-sup,Lee Heeyoung

Funder

National Research Foundation of Korea

Ministry of Education

Ministry of Land, Infrastructure and Transport

Publisher

Elsevier BV

Subject

Materials Science (miscellaneous)

Reference55 articles.

1. Bond performance of NSM FRP bars in concrete with an innovative additional ribs anchorage system: an experimental study;Wang;Constr. Build. Mater.,2019

2. Retrofitting of severely damaged reinforced concrete members using fiber reinforced polymers: a comprehensive review;Maheswaran;Structures,2022

3. Grooving methods in square RC columns strengthened with longitudinal CFRP under cyclic axial compression;Saljoughian;Eng. Struct.,2018

4. Combined effects of sustained bending loading, water immersion, and fiber hybrid mode on the mechanical properties of carbon/glass fiber reinforced polymer composite;Xian;Compos. Struct.,2022

5. The effectiveness of CFRP- and auxetic fabric-strengthened brick masonry under axial compression: a numerical investigation;Asad;Polymers,2022

Cited by 1 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. Enhancing the Flexural Capacity of Deteriorated Low-Strength Prestressed Concrete Beam Using Near-Surface Mounted Post-Tensioned Carbon Fiber-Reinforced Polymer Bar;International Journal of Concrete Structures and Materials;2024-09-03

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