基于NSGA-Ⅱ与熵权TOPSIS法的混杂纤维再生混凝土配合比多目标优化

硅酸盐通报 ›› 2022, Vol. 41 ›› Issue (12): 4189-4201.

所属专题：水泥混凝土

基于NSGA-Ⅱ与熵权TOPSIS法的混杂纤维再生混凝土配合比多目标优化

王鹏博¹, 尹冠生¹, 冯俊杰¹, 孙锐¹, 刘亚红², 朱东方³, 马瑞杰⁴, 高赞⁵, 张云杰⁶

1.长安大学理学院,西安 710064;
2.陕西高速公路工程试验检测有限公司,西安 710086;
3.陕西通宇公路研究所有限公司,西安 710118;
4.陕西交科新材料有限公司,西安 710077;
5.西安新星蓝天环保科技有限公司,西安 710309;
6.陕西铁投工程检测科技有限公司,西安 710304

收稿日期:2022-08-04 修订日期:2022-08-29 出版日期:2022-12-15 发布日期:2023-01-11
通信作者: 尹冠生,博士,教授。E-mail:yings@chd.edu.cn
作者简介:王鹏博(1998—),男,硕士研究生。主要从事纤维混凝土复合材料及结构力学性能的研究。E-mail:w18682948514@163.com
基金资助:
陕西省交通运输厅科研项目(21-67K)

Multi-Objective Optimization of Mix Proportion of Hybrid Fiber Recycled Aggregate Concrete Based on NSGA-Ⅱ and Entropy Weight TOPSIS Method

WANG Pengbo¹, YIN Guansheng¹, FENG Junjie¹, SUN Rui¹, LIU Yahong², ZHU Dongfang³, MA Ruijie⁴, GAO Zan⁵, ZHANG Yunjie⁶

1. School of Science, Chang'an University, Xi'an 710064, China;
2. Shaanxi Expressway Testing and Measuring Co., Ltd., Xi'an 710086, China;
3. Shannxi Tongyu Research Institute of Highway Co., Ltd., Xi'an 710118, China;
4. Shaanxi Jiaoke New Materials Co., Ltd., Xi'an 710077, China;
5. Xi'an Xinxing Lantian Environmental Protection TechnologyCo., Ltd., Xi'an 710309, China;
6. Shaanxi Tietou Engineering Testing Technology Co., Ltd., Xi'an 710304, China

Received:2022-08-04 Revised:2022-08-29 Online:2022-12-15 Published:2023-01-11

摘要/Abstract

摘要： 制备以钢纤维(SF)、塑钢纤维(MPPF)为骨料的高性能道面混杂纤维再生混凝土(HFRAC),研究改善再生混凝土(RAC)强度及耐磨性能,采用响应面法(RSM)中Box-Behnken试验设计方法,以SF体积掺量、MPPF体积掺量和砂率为因素,以HFRAC抗折强度、抗压强度和磨损量为评价指标,建立各评价指标的预测模型,分析各因素对评价指标的影响,并构建基于NSGA-Ⅱ耦合熵权TOPSIS法的HFRAC配合比优选模型,确定综合性能最优时的配合比方案。结果表明:在试验范围内各评价指标的响应面模型拟合效果良好,预测精度高;各评价指标不仅受单因素影响,而且受因素间交互作用影响,SF体积掺量与MPPF体积掺量交互作用对抗折强度、抗压强度影响极显著,对磨损量影响显著,MPPF体积掺量与砂率交互作用对抗折强度影响显著;当SF体积掺量为1.39%、MPPF体积掺量为0.97%、砂率为36.10%时,HFRAC综合性能最优。该方法能够实现HFRAC性能的综合改善,可为HFRAC在道路工程中的推广应用提供一定理论依据和技术支撑。

关键词: 混杂纤维再生混凝土, 配合比, 响应面法, NSGA-Ⅱ, 熵权TOPSIS法, 多目标优化

Abstract: Steel fiber (SF) and macro-polypropylene fiber (MPPF) were used as aggregate to prepare hybrid fiber recycled aggregate concrete (HFRAC) suitable for pavement in order to improve the strength and wear resistance of recycled aggregate concrete (RAC). The Box-Behnken experimental design method was adopted, with the volume content of SF, volume content of MPPF and sand ratio as factors, and the flexural strength, compressive strength and wear amount of HFRAC as evaluation indicators. The prediction model of each evaluation index was established, the influence of each factor on evaluation index was analyzed, and the optimal model of the mix proportion of HFRAC based on NSGA-Ⅱ coupled entropy weight TOPSIS method was constructed to determine the mix proportion scheme when the comprehensive performance was optimal. The results show that the response surface model of each evaluation index has good fitting effect and high prediction accuracy within the test range. Each evaluation index is not only affected by a single factor, but also affected by the interaction between factors. The interaction between the volume content of SF and the volume content of MPPF has a extremely significant effect on flexural strength and compressive strength, and has a significant effect on wear amount. The interaction between the volume content of MPPF and the sand ratio has a significant effect on flexural strength. The optimal mix proportion of HFRAC is obtained. When the volume content of SF is 1.39%, the volume content of MPPF is 0.97%, and the sand ratio is 36.10%, the comprehensive performance of HFRAC is the best. This method can realize the comprehensive improvement of HFRAC performance, and provide a certain theoretical basis and technical support for the popularization and application of HFRAC in road engineering.

Key words: hybrid fiber recycled aggregate concrete, mix proportion, response surface methodology, NSGA-Ⅱ, entropy weight TOPSIS method, multi-objective optimization

中图分类号:

TU502

王鹏博, 尹冠生, 冯俊杰, 孙锐, 刘亚红, 朱东方, 马瑞杰, 高赞, 张云杰. 基于NSGA-Ⅱ与熵权TOPSIS法的混杂纤维再生混凝土配合比多目标优化[J]. 硅酸盐通报, 2022, 41(12): 4189-4201.

WANG Pengbo, YIN Guansheng, FENG Junjie, SUN Rui, LIU Yahong, ZHU Dongfang, MA Ruijie, GAO Zan, ZHANG Yunjie. Multi-Objective Optimization of Mix Proportion of Hybrid Fiber Recycled Aggregate Concrete Based on NSGA-Ⅱ and Entropy Weight TOPSIS Method[J]. BULLETIN OF THE CHINESE CERAMIC SOCIETY, 2022, 41(12): 4189-4201.

参考文献

[1] ASLANI F, MA G W, YIM WAN D L, et al. Development of high-performance self-compacting concrete using waste recycled concrete aggregates and rubber granules[J]. Journal of Cleaner Production, 2018, 182: 553-566.
[2] GUO H, SHI C J, GUAN X M, et al. Durability of recycled aggregate concrete: a review[J]. Cement and Concrete Composites, 2018, 89: 251-259.
[3] GIWANGKARA G G, MOHAMED A, KHALID N H A, et al. Recycled concrete aggregate as a road base material[J]. IOP Conference Series: Materials Science and Engineering, 2019, 527(1): 012061.
[4] SHI C J, LI Y K, ZHANG J K, et al. Performance enhancement of recycled concrete aggregate: a review[J]. Journal of Cleaner Production, 2016, 112: 466-472.
[5] 熊优优.超高性能路面混凝土力学特性及破坏规律研究[D].长沙:中南林业科技大学,2021.
XIONG Y Y. Study on mechanical properties and failure laws of ultra-high performance pavement concrete[D]. Changsha: Central South University of Forestry & Technology, 2021 (in Chinese).
[6] FENG J J, YIN G S, TUO H L, et al. Parameter optimization and regression analysis for multi-index of hybrid fiber-reinforced recycled coarse aggregate concrete using orthogonal experimental design[J]. Construction and Building Materials, 2021, 267: 121013.
[7] FENG J J, YIN G S, TUO H L, et al. Uniaxial compressive behavior of hook-end steel and macro-polypropylene hybrid fibers reinforced recycled aggregate concrete[J]. Construction and Building Materials, 2021, 304: 124559.
[8] 陈图真.钢纤维和聚丙烯粗纤维改性再生混凝土力学性能试验研究[D].广州:广东工业大学,2015.
CHEN T Z. Experimental study on mechanical properties of steel fiber and macro polypropylene fiber reinforced recycled concrete[D]. Guangzhou: Guangdong University of Technology, 2015 (in Chinese).
[9] 石振武,解飞.基于响应面分析法的钢纤维再生混凝土耐磨性试验研究[J].公路工程,2015,40(1):143-147.
SHI Z W, XIE F. Experimental research of abrasion resistance of steel fiber recycled concrete based on response surface methodology[J]. Highway Engineering, 2015, 40(1): 143-147 (in Chinese).
[10] 孔祥清,高化东,刚建明,等.钢-聚丙烯混杂纤维再生混凝土弯曲韧性研究[J].硅酸盐通报,2018,37(9):2729-2736.
KONG X Q, GAO H D, GANG J M, et al. Study on flexural toughness of steel-polypropylene hybrid fiber recycled aggregate concrete[J]. Bulletin of the Chinese Ceramic Society, 2018, 37(9): 2729-2736 (in Chinese).
[11] 魏康,李犇,孙峤.玄武岩纤维改善再生混凝土抗氯离子渗透性能研究[J].硅酸盐通报,2022,41(5):1656-1662.
WEI K, LI B, SUN Q. Improving chloride ion penetration resistance of recycled concrete by basalt fiber[J]. Bulletin of the Chinese Ceramic Society, 2022, 41(5): 1656-1662 (in Chinese).
[12] 罗素蓉,林扬兴,肖建庄.钢-PVA混杂纤维高强再生骨料混凝土断裂性能[J].建筑结构学报,2020,41(12):93-102.
LUO S R, LIN Y X, XIAO J Z. Fracture behaviors of hybrid steel-PVA fiber reinforced high strength recycled aggregate concrete[J]. Journal of Building Structures, 2020, 41(12): 93-102 (in Chinese).
[13] 冯士刚,艾芊.带精英策略的快速非支配排序遗传算法在多目标无功优化中的应用[J].电工技术学报,2007,22(12):146-151.
FENG S G, AI Q. Application of fast and elitist non-dominated sorting generic algorithm in multi-objective reactive power optimization[J]. Transactions of China Electrotechnical Society, 2007, 22(12): 146-151 (in Chinese).
[14] 于小芹,马云瑞,余静.基于熵权TOPSIS模型的山东省海岸带生态修复政策效果评价研究[J].海洋环境科学,2022,41(1):74-79.
YU X Q, MA Y R, YU J. Evaluation of coastal ecological restoration policy effect based on entropy-weight TOPSIS model in Shandong province[J]. Marine Environmental Science, 2022, 41(1): 74-79 (in Chinese).
[15] 张学兵.再生混凝土改性及配合比设计研究[D].长沙:湖南大学,2015.
ZHANG X B. Modification and mix proportion design of recycled concrete[D]. Changsha: Hunan University, 2015 (in Chinese).
[16] 周聪,郑泽宇,孔祥清,等.高性能聚丙烯纤维对再生混凝土力学性能的影响[J].科学技术与工程,2021,21(1):303-309.
ZHOU C, ZHENG Z Y, KONG X Q, et al. Influence of high performance polypropylene fibers on mechanical property of recycled aggregate concrete[J]. Science Technology and Engineering, 2021, 21(1): 303-309 (in Chinese).
[17] 王英鹏,徐义华,孙海俊,等.基于响应面法的火箭发动机喷管型面优化设计[J].航空动力学报,2022,37(1):214-224.
WANG Y P, XU Y H, SUN H J, et al. Optimization design for nozzle contour of rocket engine based on response surface method[J]. Journal of Aerospace Power, 2022, 37(1): 214-224 (in Chinese).
[18] 吕官记,季韬.基于响应面法的三元聚合物砂浆力学性能[J].建筑材料学报,2021,24(5):970-976.
LÜ G J, JI T. Mechanical properties of ternary polymer mortar based on response surface method[J]. Journal of Building Materials, 2021, 24(5): 970-976 (in Chinese).
[19] 王浩.钢/聚丙烯混杂纤维混凝土的试验研究[D].西安:西北工业大学,2005.
WANG H. Experimental study on steel/polypropylene hybrid fiber reinforced concrete[D]. Xi'an: Northwestern Polytechnical University, 2005 (in Chinese).
[20] 吴涛,杨雪,刘喜.钢-聚丙烯混杂纤维自密实轻骨料混凝土性能[J].建筑材料学报,2021,24(2):268-275+282.
WU T, YANG X, LIU X. Properties of self-compacting lightweight concrete reinforced with hybrid steel and polypropylene fibers[J]. Journal of Building Materials, 2021, 24(2): 268-275+282 (in Chinese).
[21] 张萌,骆文进.混杂纤维轻骨料混凝土力学性能试验研究[J].混凝土与水泥制品,2021(5):48-52.
ZHANG M, LUO W J. Experimental study on mechanical properties of hybrid fiber lightweight aggregate concrete[J]. China Concrete and Cement Products, 2021(5): 48-52 (in Chinese).
[22] 梅国栋,李继祥,刘肖凡,等.混杂纤维混凝土抗弯性能及混杂效应试验研究[J].混凝土,2013(2):21-24.
MEI G D, LI J X, LIU X F, et al. Hybrid fiber reinforced concrete flexural behavior and hybrid effects[J]. Concrete, 2013(2): 21-24 (in Chinese).
[23] 赵学涛,杨鼎宜,朱从香,等.砂率对超高性能混凝土的性能研究[J].混凝土,2021(1):17-19+24.
ZHAO X T, YANG D Y, ZHU C X, et al. Study on sand ratio of ultra high performance concrete[J]. Concrete, 2021(1): 17-19+24 (in Chinese).
[24] 翁兴中,张广显,韩照,等.砂率对道面混凝土性能的影响[J].西安建筑科技大学学报(自然科学版),2013,45(2):239-244.
WENG X Z, ZHANG G X, HAN Z, et al. Effects of sand ratio on performance of pavement concrete[J]. Journal of Xi'an University of Architecture ＆ Technology (Natural Science Edition), 2013, 45(2): 239-244 (in Chinese).
[25] 牛颖兰.砂率对混凝土主要性能的影响分析[J].中国建材科技,2014,23(2):12-13+26.
NIU Y L. Sand ratio on the properties of concrete are mainly impact analysis[J]. China Building Materials Science ＆ Technology, 2014, 23(2): 12-13+26 (in Chinese).
[26] 霍彦霖,孙华阳,刘天安,等.混杂纤维增强应变硬化水泥基复合材料抗弯冲击性能[J/OL].复合材料学报:1-15 [2022-07-02].https://doi.org/10.13801/j.cnki.fhclxb.20220623.005.
HUO Y L, SUN H Y, LIU T A, et al. Flexural impact resistance of hybrid fiber reinforced strain-hardening cementitious composites[J/OL]. Acta Materiae Compositae Sinica: 1-15[2022-07-02]. https://doi.org/10.13801/j.cnki.fhclxb.20220623.005 (in Chinese).
[27] 王振波,王鹏宇,朱凤强,等.混杂纤维ECC的纤维分布规律及力学性能研究[J/OL].华中科技大学学报(自然科学版):1-7 [2022-07-02].https://doi.org/10.13245/j.hust.239134.
WANG Z B, WANG P Y, ZHU F Q, et al. Study on fiber distribution and mechanical properties of hybrid fiber ECC[J/OL]. Journal of Huazhong University of Science and Technology(Natural Science Edition): 1-7[2022-07-02]. https://doi.org/10.13245/j.hust.239134 (in Chinese).
[28] 伍松云.高抗折高耐磨路面混凝土试验研究[D].长沙:中南林业科技大学,2019.
WU S Y. Experimental study on high flexural and high wear resistance pavement concrete[D]. Changsha: Central South University of Forestry & Technology, 2019 (in Chinese).
[29] 张认.复合纤维水泥混凝土路用性能试验研究[D].长沙:长沙理工大学,2020.
ZHANG R. Road performance of composite fiber cement concrete experimental research[D]. Changsha: Changsha University of Science & Technology, 2020 (in Chinese).
[30] 张恒东.钢纤维水泥混凝土路面的应用研究[J].北方交通,2016(5):113-115+118.
ZHANG H D. Research on application of steel fiber concrete pavement[J]. Northern Communications, 2016(5): 113-115+118 (in Chinese).
[31] 肖卓琳.钢纤维混凝土耐磨性影响因素试验研究[J].山西建筑,2016,42(31):119-120.
XIAO Z L. Experimental study on influence factors of abrasion resistance of steel fiber reinforced concrete[J]. Shanxi Architecture, 2016, 42(31): 119-120 (in Chinese).
[32] 彭松枭.再生混凝土耐磨性能研究[D].长沙:中南大学,2009.
PENG S X. Research on the wear resistance of recycled concrete[D]. Changsha: Central South University, 2009 (in Chinese).
[33] 徐政华,曹延明.基于熵权TOPSIS模型的长春市水资源承载力评价[J/OL].安全与环境学报,2022,22(5):2900-2907.
XU Z H, CAO Y M. Evaluation of water resources carrying capacity in changchun city based on entropy weight TOPSIS model[J/OL]. Journal of Safety and Environment, 2022, 22(5): 2900-2907 (in Chinese).

基于NSGA-Ⅱ与熵权TOPSIS法的混杂纤维再生混凝土配合比多目标优化

Multi-Objective Optimization of Mix Proportion of Hybrid Fiber Recycled Aggregate Concrete Based on NSGA-Ⅱ and Entropy Weight TOPSIS Method

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