The synergistic effects of shape memory alloy, steel, and carbon fibres with polyvinyl alcohol fibres in hybrid strain-hardening cementitious composites

被引:48
作者
Dehghani, Ayoub [1 ]
Aslani, Farhad [1 ,2 ]
机构
[1] Univ Western Australia, Sch Engn, Mat & Struct Innovat Grp, Perth, WA, Australia
[2] Edith Cowan Univ, Sch Engn, Joondalup, WA 6027, Australia
关键词
Superelastic SMA; Steel fibre; Carbon fibre; Strain-hardening; Cementitious composites; Electrical resistivity; Flexural performance; SELF-COMPACTING CONCRETE; MECHANICAL-PROPERTIES; FLY-ASH; REINFORCED-CONCRETE; COMPRESSIVE STRENGTH; TENSILE PERFORMANCE; CONDUCTIVE CONCRETE; FLEXURAL RESPONSES; MIX-DESIGN; BEHAVIOR;
D O I
10.1016/j.conbuildmat.2020.119061
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The current paper discusses the first results of a comprehensive research project, aiming at developing a strain-hardening cementitious composite (SHCC) with self-sensing and re-centring capabilities. Superelastic shape memory alloy (SMA) can be used to provide the composite with re-centring behaviour as SMA is capable of recovering large strains. Carbon fibres are proved to be very useful for the self-sensing performance of cementitious composites. Therefore, an experimental programme was designed in the first stage of the project to investigate the effect of fibre hybridisation on the fresh, mechanical, and electrical properties of SHCC with polyvinyl alcohol (PVA) fibres. Steel fibres (SFs) were also involved in the experiments for comparison reasons. It was found that such hybridisation using SMA fibres (SMAFs) and SFs enhanced the flexural performance of composite significantly, but with a decrease in compressive characteristics of composite for some of the studied fibre contents. The electrical resistivity of SHCC with PVA fibre remained almost unchanged by the addition of SMAFs and SFs within the studied range. Furthermore, considering the type of CFs used in this study, 0.2% CFs by volume is the optimum CF content for developing a conductive SHCC without any adverse effect of CFs on the flexural performance of the composite. (C) 2020 Elsevier Ltd. All rights reserved.
引用
收藏
页数:18
相关论文
共 89 条
[1]   Tensile strain hardening behaviour of hybrid steel-polyethylene fibre reinforced cementitious composites [J].
Ahmed, S. F. U. ;
Maalej, M. .
CONSTRUCTION AND BUILDING MATERIALS, 2009, 23 (01) :96-106
[2]   Flexural responses of hybrid steel-polyethylene fiber reinforced cement composites containing high volume fly ash [J].
Ahmed, Shaikh Faiz Uddin ;
Maalej, Mohamed ;
Paramasivam, P. .
CONSTRUCTION AND BUILDING MATERIALS, 2007, 21 (05) :1088-1097
[3]  
Akbarzadeh A., 2006, 3D DATA PROCESSING V, P1, DOI [DOI 10.1109/WAC.2006.375972, DOI 10.1109/3DPVT.2006.141]
[4]   Use of hollow glass microspheres and hybrid fibres to improve the mechanical properties of engineered cementitious composite [J].
Al-Gemeel, Ali N. ;
Yan Zhuge ;
Youssf, Osama .
CONSTRUCTION AND BUILDING MATERIALS, 2018, 171 :858-870
[5]  
[Anonymous], 1984, JSCE Standard SF4
[6]  
[Anonymous], 1997, 42871997 ISO, DOI DOI 10.3403/30398213
[7]  
AS (Australia Standards), 2000, AS 1478.1
[8]  
AS/NZS (Australian/New Zealand Standards), 2016, 35821 ASNZS
[9]  
AS (Standards Australia), 2010, S3972 AS
[10]   Flexural and toughness properties of NiTi shape memory alloy, polypropylene and steel fibres in self-compacting concrete [J].
Aslani, Farhad ;
Liu, Yinong ;
Wang, Yu .
JOURNAL OF INTELLIGENT MATERIAL SYSTEMS AND STRUCTURES, 2020, 31 (01) :3-16