Hybrid-fiber reinforced engineered cementitious composite under tensile and impact loading

被引:129
作者
Ali, M. A. E. M. [1 ]
Soliman, A. M. [2 ]
Nehdi, M. L. [1 ]
机构
[1] Univ Western Ontario, Dept Civil & Environm Engn, London, ON N6A 5B9, Canada
[2] Concordia Univ, Dept Bldg Civil & Environm Engn, Montreal, PQ H3G 1M8, Canada
关键词
Engineered cementitious composite; Shape memory alloy; Impact loading; Toughness; Heat treatment; Weibull distribution; MECHANICAL-PROPERTIES; CONCRETE; BEHAVIOR; PERFORMANCE; RESISTANCE;
D O I
10.1016/j.matdes.2016.12.047
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
The behavior under impact loading of an innovative hybrid fiber-reinforced engineered cementitious composite incorporating short randomly dispersed shape memory alloy (HECC-SMAF) and PVA fibers was explored using a drop weight impact test. Test specimens were also heat-treated to investigate possible pre-stressing effects of SMA fibers on the impact resistance of the ECC Uniaxial tensile testing on ECC coupon specimens was also conducted. A two-parameter Weibull distribution was used to analyze variations in experimental results in terms of reliability function. Results indicate that SMA fibers significantly enhanced the tensile and impact performance of the ECC. Adding fibers beyond a certain dosage led to fiber clustering, thus, no further gain in tensile and impact performance was measured. The impact resistance of HECC-SMAF specimens was further improved after exposure to heat treatment. This highlights the significant contribution imparted by the local pre-stressing effect of SMA fibers to the impact resistance of the composite. The Weibull distribution was adequate to predict the impact failure strength of ECC, allowing to avert additional costly experiments. This research underscores the potential to engineer new cementitious composites with superior tensile properties and impact resistance for the protection of critical infrastructure in the event of explosive or impact loading. (C) 2016 Elsevier Ltd. All rights reserved.
引用
收藏
页码:139 / 149
页数:11
相关论文
共 43 条
[1]  
ACI, 2009, 5442R89 ACI
[2]   Spatial distribution of aligned short fibers in cement composites [J].
Akkaya, Y ;
Picka, J ;
Shah, SP .
JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 2000, 12 (03) :272-279
[3]   Effect of fiber dispersion on multiple cracking of cement composites [J].
Akkaya, Y ;
Shah, SP ;
Ankenman, B .
JOURNAL OF ENGINEERING MECHANICS-ASCE, 2001, 127 (04) :311-316
[4]   Shear behavior of exterior reinforced concrete beam-column joints [J].
Alemdar, F. ;
Sezen, H. .
STRUCTURAL ENGINEERING AND MECHANICS, 2010, 35 (01) :123-126
[5]   Effectiveness of hybrid-fibers in improving the impact resistance of RC slabs [J].
Almusallam, Tarek H. ;
Abadel, Aref A. ;
Al-Salloum, Yousef A. ;
Siddiqui, Nadeem A. ;
Abbas, Husain .
INTERNATIONAL JOURNAL OF IMPACT ENGINEERING, 2015, 81 :61-73
[6]  
American Society for Testing of Materials ( ASTM ), 2015, ASTM C494/C494M
[7]  
[Anonymous], 2008, Recommendations for Design and Construction of High Performance Fiber Reinforced Cement Composites with Multiple Fine Cracks
[8]  
[Anonymous], 1995, Stochastic Geometry and its Applications
[9]  
[Anonymous], 2015, B8015 ASTM
[10]  
[Anonymous], 2015, C618 ASTM