Piezoelectric behaviour of hybrid engineered cementitious composites containing shape-memory alloy, steel, and carbon fibres under compressive stress cycles

被引:16
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; hybrid ECC; Piezoresistive behaviour; Microscopy analysis; Mechanical properties; STRAIN-HARDENING BEHAVIOR; MECHANICAL-PROPERTIES; PIEZORESISTIVE PROPERTIES; FLY-ASH; CONCRETE; PERFORMANCE; CNT; CONDUCTIVITY; RESISTANCE; STRENGTH;
D O I
10.1016/j.conbuildmat.2020.121671
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Fibre hybridisation can improve the performance of Engineered cementitious composites (ECCs). This study examines piezoresistivity, fresh properties, and mechanical behaviour of hybrid ECCs developed through the combination of polyvinyl alcohol (PVA) with shape memory alloy fibres (SMAFs), steel fibres (SFs), and carbon fibres (CFs) individually. The distribution of CFs and the formation of conductive networks within hybrid ECCs containing CFs were also analysed using scanning electron microscopy. Compared to other composites containing CFs, the hybrid ECC with 0.6% CFs exhibited the best piezoresistive behaviour under compressive stress cycles since it showed the highest correlation coefficient between fractional change in resistivity (FCR) and strain, a narrower 98% prediction interval, and less noisy electrical signals. SEM images of this composite revealed that CFs were in contact in large scale and formed cross-linked clusters, indicating that the CF dosage was above the percolation threshold. In contrast to the composites containing CFs, hybrid ECCs with SMAFs and SFs exhibited an irreversible increase in resistivity, especially in wet condition, due to the polarisation effect. However, the hybrid usage of SMAFs or SFs with PVA significantly enhanced the flexural performance of ECC, whereas its impact on the first-cracking strength of ECCs was insignificant. In contrast, CFs enhanced the first-cracking strength at all CFs contents studied here and increased the flexural strength of composites at CFs content of 0.1% and 0.2%., beyond which the ultimate flexural strength decreased. (C) 2020 Elsevier Ltd. All rights reserved.
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页数:16
相关论文
共 76 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]  
American Society of Civil Engineers, 2013, Technical Report.
[4]  
[Anonymous], 2010, Standard Test Method for Steady-State Thermal Transmission Properties by Means of the Heat Flow Meter Apparatus (C 518), DOI [10.1520/D0790-10, DOI 10.1520/D4318-17E01]
[5]  
[Anonymous], 2061 EN
[6]  
[Anonymous], 2021, CONSTR BUILD MATER, V273
[7]  
[Anonymous], 1998, Annual Book of ASTM Standards, V04, P2, DOI DOI 10.1520/C0348-14.2
[8]  
AS/NZS (Australian/New Zealand Standard), 2016, 35821 ASNZS
[9]  
AS (Standards Australia), 2010, S3972 AS
[10]  
AS (Standards Australia), 14781 AS