Tensile properties of a novel fibre reinforced geopolymer composite with enhanced strain hardening characteristics

被引:97
作者
Al-Majidi, Mohammed Haloob [1 ,2 ]
Lampropoulos, Andreas [1 ]
Cundy, Andrew B. [3 ]
机构
[1] Univ Brighton, Sch Environm & Technol, Brighton BN2 4GJ, E Sussex, England
[2] Univ Basrah, Dept Civil Engn, Coll Engn, Basrah, Iraq
[3] Univ Southampton, Sch Ocean & Earth Sci, Southampton SO14 3ZH, Hants, England
关键词
Geopolymer; Strain hardening; Ambient curing; Steel fibres; PVA fibres; Glass fibres; FLY-ASH; MECHANICAL-PROPERTIES; DURABILITY PROPERTIES; STRENGTH PROPERTIES; FLEXURAL BEHAVIOR; CONCRETE; PERFORMANCE; STEEL; WORKABILITY;
D O I
10.1016/j.compstruct.2017.01.085
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
Strain hardening cementitious concrete is a type of fibre reinforced concrete with enhanced mechanical properties, including strain hardening and ductility. Geopolymer (cement-free) materials represent promising more sustainable alternatives to ordinary Portland cement. Heat treatment however is crucial when using geopolymer materials, to provide comparable mechanical properties to conventional concrete, and there are a number of practical limitations in the application of heat curing in large-scale structures. The main aim of this study is to develop and evaluate the mechanical properties of a novel, sustainable strain hardening fibre-reinforced geopolymer composite material, cured under ambient temperature and thus suitable for cast-in-place applications. In particular, the effect of incorporation of discontinuous fibres on the mechanical performance and on the microstructure of the composite geopolymer materials has been evaluated. Three different types of fibres have been examined in this study (PVA, steel, and glass) with various volume fractions and aspect ratios. The results indicate that room temperature cured, cement-free, strain hardening geopolymer concrete with superior deflection capacity can be produced using a ternary geopolymer binder mix reinforced by 2% PVA fibre or with 2% and 3% of 13 mm length steel fibre. (C) 2017 Elsevier Ltd. All rights reserved.
引用
收藏
页码:402 / 427
页数:26
相关论文
共 34 条
[1]   Mechanical and durability properties of high-strength concrete containing steel and polypropylene fibers [J].
Afroughsabet, Vahid ;
Ozbakkaloglu, Togay .
CONSTRUCTION AND BUILDING MATERIALS, 2015, 94 :73-82
[2]  
Al-Majidi M. H., 2016, RHEOLOGICAL MEASUREM
[3]   Development of geopolymer mortar under ambient temperature for in situ applications [J].
Al-Majidi, Mohammed Haloob ;
Lampropoulos, Andreas ;
Cundy, Andrew ;
Meikle, Steve .
CONSTRUCTION AND BUILDING MATERIALS, 2016, 120 :198-211
[4]  
Alcaide JS, 2007, MATER CONSTRUCC, V57, P33
[5]   Flexural performance of green engineered cementitious composites containing high volume of palm oil fuel ash [J].
Altwair, Nurdeen M. ;
Johari, M. A. Megat ;
Hashim, S. F. Saiyid .
CONSTRUCTION AND BUILDING MATERIALS, 2012, 37 :518-525
[6]  
[Anonymous], 2012, C1609C1609M ASTM
[7]  
[Anonymous], 1997, Standard Test Method for Flexural Toughness and First- Crack Strength of Fiber-Reinforced Concrete (Using Beam with Third-Point Loading).)
[8]  
ASTM, 2007, ASTM C109/C109M
[9]   Influence of activator on the strength and drying shrinkage of alkali-activated slag mortar [J].
Atis, Cengiz Duran ;
Bilim, Cahit ;
Celik, Oezlem ;
Karahan, Okan .
CONSTRUCTION AND BUILDING MATERIALS, 2009, 23 (01) :548-555
[10]   The effect of fiber properties on high performance alkali-activated slag/silica fume mortars [J].
Aydin, Serdar ;
Baradan, Bulent .
COMPOSITES PART B-ENGINEERING, 2013, 45 (01) :63-69