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Mechanical performance of recycled aggregate self-consolidating concrete column

    Feng Yu Affiliation
    ; Chaochao Feng Affiliation
    ; Shilong Wang Affiliation
    ; Wei Huang Affiliation
    ; Yuan Fang Affiliation
    ; Shuangshuang Bu Affiliation

Abstract

The utilization of recycled concrete aggregate (RCA) can reduce the environmental impact and decreases the cost of concrete. In this study, a comprehensive assessment of self-consolidating concrete (SCC) using RCA as partial or total replacement of coarse aggregate was conducted. Recycled concrete aggregate self-consolidating concrete (RCA-SCC) mixtures with varied water-to-cement (W/C) ratios (0.28–0.46), sand-to-aggregate (S/A) ratios (48–52%), fly ash (FA) contents (20–40%), RCA replacement ratios (0–100%), and water reducer contents (0–1.5%) were designed and tested.  5 groups of the RCA-SCC columns with different W/C and replacement ratios of RCA were also investigated. The slump flow, the J-ring flow and the cubic compressive strength, and the compressive behaviors of the RCA-SCC columns were studied. Results indicated that W/C ratio was the dominant parameter in RCA-SCC mixture, and the failure modes of the RCA-SCC columns were similar to those of the conventional concrete columns. Based on the experimental results, the mechanical performance of RCA-SCC columns was evaluated quantitatively, and a stress–strain relation model for predicting the axial compressive behavior of RCA-SCC column was proposed. This study will provide a reference for the engineering application of the environment-friendly SCC using RCA that are derived from tested or returned concretes with better performance.

Keyword : recycled aggregate, self-consolidating concrete, compressive strength, peak stress, stress–strain relationship

How to Cite
Yu, F., Feng, C., Wang, S., Huang, W., Fang, Y., & Bu, S. (2021). Mechanical performance of recycled aggregate self-consolidating concrete column. Journal of Civil Engineering and Management, 27(3), 188-202. https://doi.org/10.3846/jcem.2021.14117
Published in Issue
Mar 22, 2021
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This work is licensed under a Creative Commons Attribution 4.0 International License.

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