Non-destructive evaluation of residual strength distribution of recycled aggregate concrete and bond strength between recycled aggregate concrete and deformed bar with different cover thicknesses after freeze-thaw cycles-Reference-Cited by-同舟云学术

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Non-destructive evaluation of residual strength distribution of recycled aggregate concrete and bond strength between recycled aggregate concrete and deformed bar with different cover thicknesses after freeze-thaw cycles

Published:2024-07 Issue: Volume:20 Page:e03347
ISSN:2214-5095
Container-title:Case Studies in Construction Materials
language:en
Short-container-title:Case Studies in Construction Materials

Author:

Li Zuohua,Yang Haifeng,Tang Zhiyu,Zhao Binjie,Lv Haoheng,Meng Lilin

Publisher

Elsevier BV

Reference42 articles.

1. Mix design optimization of waste-based aggregate concrete for natural resource utilization and global warming potential [J];Shobeiri;J. Clean. Prod.,2024

2. Flexural bond evaluation of deformed steel rebars in recycled aggregate concrete [J];Xin-Yu;J. Build. Eng.,2023

3. Can a local bond test truly reflect impact of recycled aggregate on the bond between deformed steel bars and recycled aggregate concrete? A critical assessment and development of a generic model [J];Tian-Yu;Eng. Struct.,2021

4. Bond strength of deformed steel bars in high-strength recycled aggregate concrete [J];ROBERT;Mater. Struct.,2015

5. An overview of bond behavior of recycled coarse aggregate concrete with steel bar [J];Su;Rev. Adv. Mater. Sci.,2021

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