Mixture ratio optimization of polypropylene fiber recycled brick aggregate concrete based on response surface methodology

被引:0
|
作者
Huang W. [1 ]
Guo Y. [1 ]
Ge P. [1 ]
Quan W. [1 ]
Dong K. [1 ]
机构
[1] College of Civil Engineering, Xi'an University of Architecture and Technology, Xi'an
基金
中国国家自然科学基金;
关键词
mixture ratio optimization; polypropylene fiber; recycled brick aggregate concrete; response surface methodology;
D O I
10.11817/j.issn.1672-7207.2022.07.028
中图分类号
学科分类号
摘要
In order to obtain the optimal replacement rate of recycled brick aggregate (RBA) and the optimal volume fraction of polypropylene fiber (PPF), polypropylene fiber recycled brick aggregate concrete (PPFRBAC) with good mechanical properties was prepared. On the basis of the three-factor three-level orthogonal test, the response surface methodology (RSM) was used to establish the regression model to study the effects of water-cement ratio, RBA replacement rate and PPF contents on compressive strength and splitting tensile strength of PPFRBAC. The desirability function was used to optimize the PPFRBAC mixture ratio, and the optimized results were verified by experiment. The results show that the regression model established by RSM has high accuracy and reliability. The influence of water-cement ratio on the compressive strength and splitting tensile strength of PPFRBAC is most significant. At three different water-cement ratios, the optimal replacement rate of RBA predicted by the model is 100%, the optimal PPF content is 0.9%, and the absolute relative errors between the predicted values and the experimental values of strength are all less than 5%, which indicates that the proposed model can provide reference for multi-objective optimization of mix ratio of fiber recycled brick aggregate concrete. © 2022 Central South University of Technology. All rights reserved.
引用
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页码:2709 / 2718
页数:9
相关论文
共 22 条
  • [1] LIANG Chaofeng, PAN Bihao, MA Zhiming, Et al., Utilization of CO<sub>2</sub> curing to enhance the properties of recycled aggregate and prepared concrete: a review, Cement and Concrete Composites, 105, (2020)
  • [2] ZHU Mingqiang, Experimental study on mix proportion and basic mechanical properties of recycled brick aggregate concrete, pp. 1-2, (2020)
  • [3] GE Pei, HUANG Wei, QUAN Wenli, Et al., Research on compressive strength calculation of hybrid recycled aggregate concrete, Journal of Huazhong University of Science and Technology(Natural Science Edition), 49, 5, (2021)
  • [4] NING Hailong, ZHAO Wenfeng, LIU Jian, Et al., Effect of recycled coarse aggregate on recycled concrete properties and study of optimum mixture ratio[J], Applied Mechanics and Materials, 487, (2014)
  • [5] ZHANG Yurong, XU Yaqin, YAO Zeyang, Et al., Effect of mix design methods on life cycle assessment of recycled aggregate concrete, Journal of Zhejiang University of Technology, 48, 6, (2020)
  • [6] ZHAO Aihua, ZHAI Ailiang, HAN Jian, Et al., Experimental research on basic mechanical properties of recycled − brick coarse − aggregate concrete, Journal of Water Resources and Architectural Engineering, 12, 3, (2014)
  • [7] JING Jiahua, The experiment and performance calculation method of hybrid fibers reinforced recycled brick aggregates concrete, pp. 2-3, (2018)
  • [8] GE Pei, HUANG Wei, LI Meng, Experimental study on recycled brick aggregate concrete frame model, Journal of Zhejiang University(Engineering Science), 55, 1, (2021)
  • [9] JGJ 55—2011. Specification for mix proportion design of ordinary concrete
  • [10] XU Ying, LI Mingli, ZHAO Xuanmin, Et al., The response curved surface regression analysis technique the application of a new regression analysis technique in materials research [J], Rare Metal Materials and Engineering, 30, 6, (2001)