Flexural bond evaluation of deformed steel rebars in recycled aggregate concrete

Author:

Zhao Xin-Yu,Kou Yao-Wen,Xie Tian-Yu,Yu Yong

Funder

National Natural Science Foundation of China

Basic and Applied Basic Research Foundation of Guangdong Province

Guangdong Provincial Key Laboratory of Modern Civil Engineering Technology, South China University of Technology

Publisher

Elsevier BV

Subject

Mechanics of Materials,Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference54 articles.

1. ITZ microanalysis of cement-based building materials with incorporation of siderurgical aggregates;Aghajanian;J. Build. Eng.,2023

2. Use of recycled aggregate in high-strength concrete;Xiao;Mater. Struct.,2000

3. Effect of temperature on fatigue behaviour of self-compacting recycled aggregate concrete;Sainz-Aja;Cement Concr. Compos.,2022

4. Flexural behavior of reinforced recycled aggregate concrete beams under short-term loading;Ignjatović;Mater. Struct.,2013

5. Uncertainty of shear resistance models: influence of recycled concrete aggregate on beams with and without shear reinforcement;Pacheco;Eng. Struct.,2020

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