Research Progress on Recycled Aggregate Concrete Structural Components (I): Short-Term Mechanical Performance

PENG Ligang; ZHAO Yuxi

doi:10.3724/j.gyjzG24042605

Volume 54 Issue 8

Aug. 2024

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2024 > 54(8): 104-113

PENG Ligang, ZHAO Yuxi. Research Progress on Recycled Aggregate Concrete Structural Components (I): Short-Term Mechanical Performance[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(8): 104-113. doi: 10.3724/j.gyjzG24042605

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PENG Ligang, ZHAO Yuxi. Research Progress on Recycled Aggregate Concrete Structural Components (I): Short-Term Mechanical Performance[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(8): 104-113. doi: 10.3724/j.gyjzG24042605

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Research Progress on Recycled Aggregate Concrete Structural Components (I): Short-Term Mechanical Performance

doi: 10.3724/j.gyjzG24042605

PENG Ligang,
ZHAO Yuxi^,

Institute of Structural Engineering, Zhejiang University, Hangzhou 310058, China

Received Date: 2024-04-26
Available Online: 2024-09-19

Abstract

Abstract

The application of recycled aggregate concrete (RAC) structures holds pivotal practical value in driving the green and high-quality development of the construction industry, attracting widespread attention from academic and engineering communities over the past few decades. This paper systematically reviewed the research progress in the fields of steel bar-RAC bond strength, flexural and shear performance of RAC beam components, and compressive and seismic performance of RAC column components. It also summarized the shortcomings in current scientific research and standard-setting processes. The analysis results revealed that, despite the slightly weaker short-term mechanical performance of RAC structural components compared to natural aggregate concrete (NAC) structural components, their performance could be optimized through measures such as mix proportion design and construction methods, approaching or even exceeding the performance of NAC structural components and basically meeting the requirements of design standards for concrete structures. However, current research on RAC structural components mainly focuses on recycled concrete aggregates made from pure waste concrete, with a slight lack of attention on the structural utilization of solid waste from demolished brick-concrete structures. In addition to short-term mechanical performance, the stability and reliability of the long-term service performance of RAC structural components cannot be overlooked and urgently demand in-depth investigation. Furthermore, the composite cementitious material (CCM) system has the potential to further improve the material performance, economy, and sustainability of RAC. However, most existing research is limited to the material level of CCMs-RAC, lacking systematic studies on the short-term mechanical performance and long-term service performance of CCMs-RAC structures. Therefore, future research should further expand the scope, and deepen the comprehensive performance assessment of RAC structures to promote their widespread applications in the construction industry.
- recycled aggregate concrete,
- structural components,
- short-term mechanical performance,
- research progress,
- research prospect

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References

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