Mechanical strength and microstructure of ultra-high-performance cementitious composite with glass powder substituted cement/silica fume

被引:2
|
作者
Zhang, Weijian [1 ]
Zhang, Yafang [1 ,3 ]
Bao, Sihai [1 ]
Yan, Keqin [2 ]
Duan, Libin [1 ]
Zeng, Ke [1 ]
机构
[1] Guangzhou Univ, Sch Civil Engn, Guangzhou, Peoples R China
[2] Hubei Polytech Univ, Sch Civil Engn, Huangshi, Hubei, Peoples R China
[3] Guangzhou Univ, Sch Civil Engn, Guangzhou 510006, Peoples R China
基金
中国国家自然科学基金;
关键词
flexural behavior; glass powder; microscopic analysis; numerical simulation; UHPCC; FIBER-REINFORCED CONCRETE; WASTE GLASS; POZZOLANIC REACTIVITY; GROUND GLASS; BEHAVIOR; EMISSIONS;
D O I
10.1002/suco.202300876
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Ultra-high-performance cementitious composite (UHPCC) incurs higher economic costs and resource wastage due to its high cement/silica fume (SF) content. The paper aims to achieve sustainability and environmental friendliness of UHPCC by substituting cement/SF with glass powder (GP). The influence of various GP particle sizes and substitution levels on the mechanical properties of UHPCC was investigated. X-ray diffraction and scanning electron microscopy were employed to analyze the impact of GP on the hydration process of UHPCC from a microscopic perspective. In addition, the internal damage pattern of GP-UHPCC was simulated by the RFPA(3D) program. The results show that the addition of GP could achieve superior fluidity than GP-0. Compared to conventional UHPCC, GP-20 exhibits improved strength, initial flexural toughness, and residual flexural toughness. Furthermore, finer GP particle sizes contribute to enhanced matrix strength and flexural energy absorption capacity to some extent. Additionally, the incorporation of 5%-20% GP leads to an increase in the characteristic peaks of hydrated lime and C-S-H gel, which are beneficial to improving the internal microstructure of the matrix. Based on the RFPA(3D) program, the crack area, principal stress distribution, and acoustic emission energy of specimens with 15%-25% GP substitution levels were significantly higher than those of specimens with low substitution levels (0%-10%). Generally speaking, a GP substitution level of 15%-25% is found the most effective range for improving strength, and toughness behavior in this study.
引用
收藏
页码:3662 / 3681
页数:20
相关论文
共 50 条
  • [1] Effect of Glass Powder on Strength and Microstructure of Ultra High Performance Cement-based Materials
    Liu, Shuhua
    Xie, Guoshuai
    Li, Lihua
    Liu, Yu
    Rao, Meijuan
    ADVANCED BUILDING MATERIALS AND SUSTAINABLE ARCHITECTURE, PTS 1-4, 2012, 174-177 : 1281 - +
  • [2] Microstructure, XRD, and strength performance of ultra-high-performance lightweight concrete containing artificial lightweight fine aggregate and silica fume
    Rafieizonooz, Mahdi
    Kim, Jang-Ho Jay
    Kim, Jin-su
    Jo, Jae -Bin
    Khankhaje, Elnaz
    JOURNAL OF BUILDING ENGINEERING, 2024, 94
  • [3] Synergistic effects of silica fume and slag on the microstructure and mechanical behaviors of ultra-high-strength and high-ductility cementitious composites
    Wu, Jian-Dong
    Guo, Li-Ping
    Fei, Xiang-Peng
    Lyu, Bang-Cheng
    Chen, Bo
    CONSTRUCTION AND BUILDING MATERIALS, 2023, 367
  • [4] Effects of basalt powder and silica fume on ultra-high-strength cementitious matrix: A comparative study
    Shen, Manlin
    Zhou, Lixiao
    Chen, Zuyong
    Shen, Yinong
    Huang, Botao
    Lv, Jianfu
    CASE STUDIES IN CONSTRUCTION MATERIALS, 2022, 17
  • [5] Performance and microstructure of ultra-high-performance concrete (UHPC) with silica fume replaced by inert mineral powders
    Xiong, Xing
    Wu, Miaomiao
    Shen, Weiguo
    Li, Jiangwei
    Zhao, Deqiang
    Li, Pengfei
    Wu, Jiale
    CONSTRUCTION AND BUILDING MATERIALS, 2022, 327
  • [6] Mechanical Performance and Microstructure of Ultra-High-Performance Concrete Modified by Calcium Sulfoaluminate Cement
    Song, Meimei
    Wang, Chuanlin
    Cui, Ying
    Li, Qiu
    Gao, Zhiyang
    Xie, Tianyu
    ADVANCES IN CIVIL ENGINEERING, 2021, 2021
  • [7] Effect of silica fume on compressive strength of ultra-high-performance concrete made of calcium aluminate cement/fly ash based geopolymer
    Wang, Fang
    Sun, Xiaokun
    Tao, Zhong
    Pan, Zhu
    JOURNAL OF BUILDING ENGINEERING, 2022, 62
  • [8] Improvements on mechanical property and microstructure of cementitious composite incorporated with silica fume and carbon nanotube
    Han G.
    Luo J.
    Solid State Phenomena, 2019, 298 : 167 - 171
  • [9] Uncovering the role of hydrophobic silica fume (HPS) in rheology, hydration, and microstructure of ultra-high-performance concrete (UHPC)
    Luan, Congqi
    Zhang, Qian
    Wu, Zhenming
    Han, Zipeng
    Zhou, Zonghui
    Du, Peng
    Wu, Fengnian
    Huang, Yongbo
    JOURNAL OF SUSTAINABLE CEMENT-BASED MATERIALS, 2023, 12 (11) : 1399 - 1413
  • [10] The hydration and microstructure of ultra high-strength concrete with cement-silica fume-slag binder
    Shi, Caijun
    Wang, Dehui
    Wu, Linmei
    Wu, Zemei
    CEMENT & CONCRETE COMPOSITES, 2015, 61 : 44 - 52