Direct tensile properties of engineered cementitious composites: A review

被引:223
作者
Yu, Kequan [1 ]
Li, Lingzhi [1 ]
Yu, Jiangtao [1 ,2 ]
Wang, Yichao [1 ]
Ye, Junhong [1 ]
Xu, QingFeng [2 ]
机构
[1] Tongji Univ, Coll Civil Engn, Shanghai 200092, Peoples R China
[2] Shanghai Key Lab Engn Struct Safety, Shanghai 200032, Peoples R China
关键词
Engineered cementitious composites; Tensile strain capacity; Fiber property; Size effect; Strain rate; Durability; SELF-HEALING BEHAVIOR; MECHANICAL-PROPERTIES; MULTIPLE-CRACKING; HIGH-STRENGTH; SHEAR BEHAVIOR; STRAIN-RATE; HYBRID PVA; PERFORMANCE; SHCC; ECC;
D O I
10.1016/j.conbuildmat.2017.12.124
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The high tensile strain capacity of engineered cementitious composites (ECC) is exceptional for cementitious material. In the present paper, a comprehensive review is conducted to summarize the fundamental information of factors that influence the tensile properties of ECC, specifically the fiber properties, specimen size and geometry, and strain rate. The extended durability of ECC, including the long-term tensile properties, the mechanical behaviors under the high temperature impact and the cyclic and fatigue loading, is also paid special attention. It is concluded that (1) fiber properties have a decisive effect on the tensile performance of ECC; (2) size and geometry effect exists in tensile test and needs further study; (3) high rate loading leads to a noticeable changes in the tensile properties of ECC; and (4) durability of tensile properties should be further investigated for the better application of ECC material. (C) 2017 Elsevier Ltd. All rights reserved.
引用
收藏
页码:346 / 362
页数:17
相关论文
共 81 条
[1]   Analytical model for tensile strain hardening and multiple cracking behavior of hybrid fiber-engineered cementitious composites [J].
Ahmed, Shaikh Faiz Uddin ;
Maalej, Mohamed ;
Paramasivam, P. .
JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 2007, 19 (07) :527-539
[2]  
[Anonymous], 2008, Recommendations for Design and Construction of High Performance Fiber Reinforced Cement Composites with Multiple Fine Cracks, P1
[3]  
[Anonymous], 2017, INT C STRAIN HARD CE, DOI DOI 10.1007/978-94-024-1194-2_27
[4]  
[Anonymous], 2009, INT J CONCR STRUCT M, DOI DOI 10.4334/IJCSM.2009.3.2.119
[5]   Effect of elevated temperature on strain-hardening engineered cementitious composites [J].
Bhat, Prakash S. ;
Chang, Vivian ;
Li, Mo .
CONSTRUCTION AND BUILDING MATERIALS, 2014, 69 :370-380
[6]   Time-dependent response of ECC: Characterisation of creep and rate dependence [J].
Boshoff, William P. ;
van Zijl, Gideon P. A. G. .
CEMENT AND CONCRETE RESEARCH, 2007, 37 (05) :725-734
[7]   Characterising the time-dependant behaviour on the single fibre level of SHCC: Part 2: The rate effects on fibre pull-out tests [J].
Boshoff, William P. ;
Mechtcherine, Viktor ;
van Zijl, Gideon P. A. G. .
CEMENT AND CONCRETE RESEARCH, 2009, 39 (09) :787-797
[8]   Ultra-high-ductile behavior of a polyethylene fiber-reinforced alkali-activated slag-based composite [J].
Choi, Jeong-Il ;
Lee, Bang Yeon ;
Ranade, Ravi ;
Li, Victor C. ;
Lee, Yun .
CEMENT & CONCRETE COMPOSITES, 2016, 70 :153-158
[9]   Effect of fiber properties and matrix composition on the tensile behavior of strain-hardening cement-based composites (SHCCs) subject to impact loading [J].
Curosu, Iurie ;
Mechtcherine, Viktor ;
Millon, Oliver .
CEMENT AND CONCRETE RESEARCH, 2016, 82 :23-35
[10]   Development of thermally adaptive Engineered Cementitious Composite for passive heat storage [J].
Desai, Devki ;
Miller, Meredith ;
Lynch, Jerome P. ;
Li, Victor C. .
CONSTRUCTION AND BUILDING MATERIALS, 2014, 67 :366-372