Experimental and analytical investigations on debonding response of embedded through-section ribbed GFRP bar-to-concrete joints at elevated temperatures-Reference-Cited by-同舟云学术

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Experimental and analytical investigations on debonding response of embedded through-section ribbed GFRP bar-to-concrete joints at elevated temperatures

Published:2024-10 Issue: Volume:447 Page:138000
ISSN:0950-0618
Container-title:Construction and Building Materials
language:en
Short-container-title:Construction and Building Materials

Author:

Wang Yan-Jie,Liu Hong-Bo,Ma Dong,Zhang Gao-Qing,Wu Zhi-Min,Jia Meng-Di

Publisher

Elsevier BV

Reference85 articles.

1. Strengthening of reinforced concrete beams by using fiber-reinforced polymer composites: a review;Siddika;J. Build. Eng.,2019

2. Generic debonding resistance of EB and NSM plate-to-concrete joints;Seracino;J. Compos. Constr. ASCE,2007

3. Reinforced concrete beams strengthened in flexure with near-surface mounted (NSM) CFRP strips: current status and research needs;Zhang;Compos. Part B: Eng.,2017

4. Evaluation of flexural strengthening methods for beams with simulated deterioration using spike-anchored FRP externally bonded sheets and near-surface-mounted strips;Jacobs;Compos. Struct.,2023

5. Shear strengthening of RC beams using NSM CFRP bonded using cement-based adhesive;Alwash;Constr. Build. Mater.,2021

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