Bond strength of GFRP bars to high strength and ultra-high strength fiber reinforced seawater sea-sand concrete (SSC)-Reference-Cited by-同舟云学术

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Bond strength of GFRP bars to high strength and ultra-high strength fiber reinforced seawater sea-sand concrete (SSC)

Published:2022-02 Issue: Volume:281 Page:115013
ISSN:0263-8223
Container-title:Composite Structures
language:en
Short-container-title:Composite Structures

Author:

Liao JinJing,Zeng Jun-Jie,Bai Yu-Lei,Zhang Lihai

Funder

National Natural Science Foundation of China

Natural Science Foundation of Guangdong Province

Guizhou Science and Technology Department

Guangzhou Municipal Science and Technology Bureau

Publisher

Elsevier BV

Subject

Civil and Structural Engineering,Ceramics and Composites

Reference57 articles.

1. Compressive behaviour of partially FRP confined concrete: Experimental observations and assessment of the stress-strain models;Wang;Constr Build Mater,2018

2. Large-scale FRP-confined rectangular RC columns with section curvilinearization under axial compression;Zeng;J Compos Constr,2021

3. Investigation of HFRC columns reinforced with GFRP bars and spirals under concentric and eccentric loadings;Raza;Eng Struct,2021

4. Mechanical behavior of large-rupture-strain (LRS) polyethylene naphthalene fiber bundles at different strain rates and temperatures;Bai;Constr Build Mater,2021

5. ECCs/UHPFRCCs with and without FRP reinforcement for structural strengthening/repairing: A state-of-the-art review;Pan;Constr Build Mater,2022

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2. Microstructural and mechanical assessment of sulfate-resisting cement concrete over portland cement incorporating sea water and sea sand;Case Studies in Construction Materials;2024-12

3. Bond of steel-FRP composite bar embedded in FRP-confined concrete: Behavior, mechanism, and strength model;Engineering Structures;2024-11

4. Bond behavior of BFRP bars in ultra-high performance seawater sea-sand concrete reinforced by non-metallic fibers;Engineering Structures;2024-11

5. Prediction of bond strength and failure mode of FRP bars embedded in UHPC or UHPSSC utilising extreme gradient boosting technique;Composite Structures;2024-10

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