Multi-scale effects of tensile properties of lightweight engineered geopolymer composites reinforced with MWCNTs and steel-PVA hybrid fibers

被引:35
作者
Cheng, Zhijun [1 ]
Liu, Zhenzhen [1 ]
Hao, Huali [1 ]
Lu, Yiyan [1 ]
Li, Shan [1 ,2 ]
机构
[1] Wuhan Univ, Sch Civil Engn, Wuhan 430072, Hubei, Peoples R China
[2] Wuhan Univ, 299 Bayi Rd, Wuhan 430072, Hubei, Peoples R China
关键词
Engineered geopolymer composite; Hybrid fibers; Multi-walled carbon nanotube; High strain-hardening; Tensile performance; Multiple-cracking behavior; MECHANICAL-PROPERTIES; PERFORMANCE; CONCRETE; BEHAVIOR; DESIGN; MICROSTRUCTURE; SHAPE;
D O I
10.1016/j.conbuildmat.2022.128090
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In this paper, the effects of functionalized multi-walled carbon nanotubes (MWCNTs) and hybrid fibers on the flowability, tensile properties, failure modes, and microstructure of lightweight engineering geopolymer com-posites (LW-EGC) were discussed. The results showed that functionalized MWCNTs and hybrid fibers have a negative effect on the flowability of the LW-EGC. The tensile properties of the LW-EGC reinforced by PVA fibers were significantly improved by the functionalized MWCNTs. Compared with LW-EGC-R, the ultimate stress, strain, and strain energy density of LW-EGC-M2 increased by 5.67%, 155.78%, and 151.14%, respectively. The hybrid fiber has large volume fraction and high elastic modulus, which can effectively improve the tensile strength, ductility and crack control ability of LW-EGC. As per results, the optimal proportion of hybrid fibers was 0.15% functionalized MWCNTs, 2.5% PVA fiber, and 1.0% steel fiber. The microscopic observation revealed that the functionalized MWCNTs and hybrid fibers mainly played a role in improving the matrix and bridging cracks such that the LW-EGC exhibited good ductility, tensile strength, and multiple cracking behaviors. This study provides a reference for the design of LW-EGC reinforced by functionalizing MWCNTs and hybrid fibers and further explores the mechanisms of multi-scale reinforcement of LW-EGC.
引用
收藏
页数:12
相关论文
共 48 条
[41]   Effects of steel fiber content and shape on mechanical properties of ultra high performance concrete [J].
Wu, Zemei ;
Shi, Caijun ;
He, Wen ;
Wu, Linmei .
CONSTRUCTION AND BUILDING MATERIALS, 2016, 103 :8-14
[42]   Mix design and flexural toughness of PVA fiber reinforced fly ash-geopolymer composites [J].
Xu, Fang ;
Deng, Xin ;
Peng, Chao ;
Zhu, Jing ;
Chen, Jianping .
CONSTRUCTION AND BUILDING MATERIALS, 2017, 150 :179-189
[43]   High-strength high-ductility Engineered/Strain-Hardening Cementitious Composites (ECC/SHCC) incorporating geopolymer fine aggregates [J].
Xu, Ling-Yu ;
Huang, Bo-Tao ;
Li, Victor C. ;
Dai, Jian-Guo .
CEMENT & CONCRETE COMPOSITES, 2022, 125
[44]   Investigating the effects of NaOH molarity and the geometry of PVA fibers on the post-cracking and the fracture behavior of engineered geopolymer composite [J].
Zahid, Muhammad ;
Shafiq, Nasir ;
Razak, Siti Nooriza A. ;
Tufail, Rana Faisal .
CONSTRUCTION AND BUILDING MATERIALS, 2020, 265
[45]   Strength and toughness of ambient-cured geopolymer concrete containing virgin and recycled fibres in mono and hybrid combinations [J].
Zhang, Hongen ;
Sarker, Prabir Kumar ;
Wang, Qingyuan ;
He, Bei ;
Jiang, Zhengwu .
CONSTRUCTION AND BUILDING MATERIALS, 2021, 304
[46]   Mechanical properties and prediction of fracture parameters of geopolymer/alkali-activated mortar modified with PVA fiber and nano-SiO2 [J].
Zhang, Peng ;
Wang, Kexun ;
Wang, Juan ;
Guo, Jinjun ;
Hu, Shaowei ;
Ling, Yifeng .
CERAMICS INTERNATIONAL, 2020, 46 (12) :20027-20037
[47]   Characteristics of CO2 and atmospheric pollutant emissions from China's cement industry: A life-cycle perspective [J].
Zheng, Chaoyue ;
Zhang, Haoran ;
Cai, Xingrui ;
Chen, Long ;
Liu, Maodian ;
Lin, Huiming ;
Wang, Xuejun .
JOURNAL OF CLEANER PRODUCTION, 2021, 282
[48]   Development of high strain-hardening lightweight engineered cementitious composites: Design and performance [J].
Zhou, Yingwu ;
Xi, Bin ;
Sui, Lili ;
Zheng, Shuyue ;
Xing, Feng ;
Li, L. .
CEMENT & CONCRETE COMPOSITES, 2019, 104