Deterioration of bond performance between BFRP bars and coral aggregate concrete incorporating slag-based geopolymers under seawater corrosion environments
Author:
Funder
National Natural Science Foundation of China
Publisher
Elsevier BV
Subject
General Materials Science,Building and Construction,Civil and Structural Engineering
Reference47 articles.
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2. Bonding properties of different kinds of FRP bars and steel bars with all-coral aggregate seawater concrete;Yin;J. Mater. Civ. Eng.,2020
3. Durability of seawater coral aggregate concrete under seawater immersion and dry-wet cycles;Zhang;J. Build. Eng.,2023
4. Three-dimensional mesoscopic iinvestigation on the impact of specimen ggeometry and bearing strip ssize on the splitting-tensile properties of coral aggregate concrete;Wu;Engineering,2022
5. Chloride diffusion behavior of coral aggregate concrete under drying-wetting cycles;Huang;Constr. Build. Mater.,2021
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2. Flexural durability of BFRP bars reinforced geopolymer-based coral aggregate concrete beams conditioned in marine environments;Journal of Building Engineering;2024-10
3. Flexural behavior of coral aggregate concrete beams reinforced with BFRP bars under seawater corrosion environments;Construction and Building Materials;2024-10
4. Efficient utilization of coral waste for internal curing material to prepare eco-friendly marine geopolymer concrete;Journal of Environmental Management;2024-09
5. Geopolymer composites for marine application: Structural properties and durability;Cement and Concrete Composites;2024-09
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