Effect of cellulose nanofiber addition on the microstructure characterization and nano-mechanical behavior of interfacial transition zones in recycled concrete

被引:1
|
作者
Deng, Fangqian [1 ,2 ]
Cao, Cong [3 ]
Chi, Yin [2 ]
Xu, Lihua [2 ]
机构
[1] Wuhan Univ Sci & Technol, Sch Urban Construct, Wuhan 430065, Peoples R China
[2] Wuhan Univ, Sch Civil Engn, Wuhan 430072, Peoples R China
[3] Hubei Inst Measurement & Testing Technol, Dept Mech, Wuhan 430223, Peoples R China
来源
JOURNAL OF MATERIALS RESEARCH AND TECHNOLOGY-JMR&T | 2024年 / 33卷
基金
中国国家自然科学基金;
关键词
Recycled concrete; Interfacial transition zone; Nanoindentation; Microstructure characterization; Elastic modulus; CEMENT-BASED MATERIALS; HIGH-PERFORMANCE CONCRETE; AGGREGATE CONCRETE; COMPRESSIVE STRENGTH; SILICA FUME; PASTE; NANOINDENTATION; INDENTATION; FIBER; MODEL;
D O I
10.1016/j.jmrt.2024.11.040
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
The aggregate-matrix interfacial transition zone (ITZ) is known as the weakest link in recycled concrete. Cellulose nanofiber (CNF), as a green and renewable nano-reinforcement material, proven effective in modifying the mechanical properties of cementitious composites, is considered for incorporation into recycled concrete for the first time. This study investigates the effect of CNF addition on the microstructure characterization and nanomechanical behavior of ITZs in recycled concrete. The elastic modulus distribution and 2D microstructure topology of the old/new aggregate-matrix interfaces are characterized through statistic nanoindentation technique for different CNF dosages. The results show that the width of the new ITZ is between 40 mu m and 60 mu m, while the width of the old ITZ is between 30 mu m and 50 mu m. The old ITZ has better mechanical properties than the new ITZ, where a remarkable low elastic modulus area at the new ITZ is observed. The incorporation of an appropriate amount of CNF can significantly improve the nano-properties of the new ITZ due to the increased hydration degree of cement particles at the recycled aggregate-matrix interface. Moreover, a dense network structure around the cement hydration products is formed with improved compactness, resulting in an increase in the overall mechanical strength of the recycled aggregate concrete material. The research outcome provides a viable solution for improving the performance of concrete containing recycled aggregates and urges the green and sustainable development in concrete industry.
引用
收藏
页码:7572 / 7585
页数:14
相关论文
共 6 条
  • [1] Nano-mechanical behavior of the interfacial transition zone between steel-polypropylene fiber and cement paste
    Xu, Lihua
    Deng, Fangqian
    Chi, Yin
    CONSTRUCTION AND BUILDING MATERIALS, 2017, 145 : 619 - 638
  • [2] Effects of interfacial transition zones on the stress-strain behavior of modeled recycled aggregate concrete
    Xiao, Jianzhuang
    Li, Wengui
    Corr, David J.
    Shah, Surendra P.
    CEMENT AND CONCRETE RESEARCH, 2013, 52 : 82 - 99
  • [3] Mechanical properties and interfacial transition zone microstructure of concrete with waste basalt powder addition
    Dobiszewska, Magdalena
    Schindler, Anton K.
    Pichor, Waldemar
    CONSTRUCTION AND BUILDING MATERIALS, 2018, 177 : 222 - 229
  • [4] The effect of curing regimes on the mechanical properties, nano-mechanical properties and microstructure of ultra-high performance concrete
    Shen, Peiliang
    Lu, Linnu
    He, Yongjia
    Wang, Fazhou
    Hu, Shuguang
    CEMENT AND CONCRETE RESEARCH, 2019, 118 : 1 - 13
  • [5] Effect of sulfate attack on multiple interfacial transition zones of high-belite sulfoaluminate cement recycled concrete
    Lv, Kaiyue
    Xu, Chenyang
    Song, Changqiang
    Gao, Song
    Zhang, Pengfei
    Guo, Yuanxin
    Yu, Qi
    Sui, Shiyu
    Li, Qiuyi
    CASE STUDIES IN CONSTRUCTION MATERIALS, 2024, 21
  • [6] CT-Based Mesoscale Finite-Element Simulation Research on the Effects of Interfacial Transition Zones on Mechanical Properties of Recycled Concrete
    Sun, Hong
    Zhang, Liguang
    Zhou, Jinghai
    Zhang, Yichao
    JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 2025, 37 (03)