Feasibility study of smart functional strain-hardening cementitious composites: Self-sensing model and experimental performance

被引:9
作者
Tian, Jun [1 ,2 ]
Wu, Xiaowei [1 ,2 ]
Tan, Xiao [3 ]
Zuo, Yang [1 ]
Zheng, Yu [1 ,2 ]
Yuan, Jinyun [1 ]
Wang, Wen-Wei [4 ]
Wei, Liangliang [1 ]
Zhang, Weiguo [1 ]
机构
[1] Dongguan Univ Technol, Sch Environm & Civil Engn, Dongguan 523808, Peoples R China
[2] Guangdong Prov Key Lab Intelligent Disaster Preven, Dongguan 523808, Peoples R China
[3] Hohai Univ, Coll Water Conservancy & Hydropower Engn, Nanjing 210096, Peoples R China
[4] Southeast Univ, Sch Transportat, Nanjing 210096, Peoples R China
关键词
Concrete crack identification; Electrical conductivity; Mechanical-electrical constitutive law; Smart functional strain-hardening cementitious; composites (SHCC); Self-sensing model; ELECTRICAL-CONDUCTIVITY; CARBON; FIBER; CORROSION; ALUMINUM; POLARIZATION; CAPACITY; OPC;
D O I
10.1016/j.conbuildmat.2024.136850
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This work aims to conduct the feasibility study of a smart functional strain-hardening cementitious composites (SHCC) which integrates the strengthening function and self-sensing function with both experimental testing and theoretical model. Specifically, the smart functional SHCC were experimentally explored in terms of self-sensing property, electrical conductivity, microstructure, mechanical properties, and workability. The effects of test parameters such as the type of conductive material (i.e., multi-walled carbon nanotubes (MWCNT), carbon fibers, aluminum powder, and copper powder), conductive material dosage, and water-to-binder ratio were studied comprehensively. The results showed that smart functional SHCC fabricated with MWCNT and carbon fibers showed better self-sensing capacity, conductivity, mechanical properties and workability compared with those fabricated with copper powder and aluminum powder. More importantly, a bi-linear mechanical-electrical model considering fracture damage was proposed to predict the relationship between mechanical stress and electrical signal, and predict the crack initiation and internal damage. This work can promote a more comprehensive understanding for developing smart functional SHCC to achieve integrated self-sensing and strengthening functions.
引用
收藏
页数:21
相关论文
共 74 条
[1]   A review of intrinsic self-sensing cementitious composites and prospects for their application in transport infrastructures [J].
Abedi, Mohammadmahdi ;
Fangueiro, Raul ;
Correia, Antonio Gomes .
CONSTRUCTION AND BUILDING MATERIALS, 2021, 310
[2]   Properties of concrete with addition carbon nanotubes: A review [J].
Ahmad, Jawad ;
Zhou, Zhiguang .
CONSTRUCTION AND BUILDING MATERIALS, 2023, 393
[3]   Microstructural changes and mechanical performance of cement composites reinforced with recycled carbon fibers [J].
Akbar, Arslan ;
Kodur, V. K. R. ;
Liew, K. M. .
CEMENT & CONCRETE COMPOSITES, 2021, 121
[4]   Assessment of self-sensing capability of Engineered Cementitious Composites within the elastic and plastic ranges of cyclic flexural loading [J].
Al-Dahawi, Ali ;
Yildirim, Gurkan ;
Ozturk, Oguzhan ;
Sahmaran, Mustafa .
CONSTRUCTION AND BUILDING MATERIALS, 2017, 145 :1-10
[5]   Effect of mixing methods on the electrical properties of cementitious composites incorporating different carbon-based materials [J].
Al-Dahawi, Ali ;
Ozturk, Oguzhan ;
Emami, Farhad ;
Yildirim, Gurkan ;
Sahmaran, Mustafa .
CONSTRUCTION AND BUILDING MATERIALS, 2016, 104 :160-168
[6]  
[Anonymous], 2005, GB/T 2419-2005
[7]  
[Anonymous], 2018, JC/T 2461-2018
[8]   The mechanism of aluminium corrosion in alkaline solutions [J].
Armstrong, RD ;
Braham, VJ .
CORROSION SCIENCE, 1996, 38 (09) :1463-1471
[9]   Cement-based sensors with carbon fibers and carbon nanotubes for piezoresistive sensing [J].
Azhari, Faezeh ;
Banthia, Nemkumar .
CEMENT & CONCRETE COMPOSITES, 2012, 34 (07) :866-873
[10]   Effect of aspect ratio on strain sensing capacity of carbon fiber reinforced cement composites [J].
Baeza, F. J. ;
Galao, O. ;
Zornoza, E. ;
Garces, P. .
MATERIALS & DESIGN, 2013, 51 :1085-1094