COMPARATIVE STUDY OF HYBRID FIBER CEMENTITIOUS COMPOSITES

被引:5
作者
Idrees, Maria [1 ]
Qureshi, Farah Nawaz [1 ]
Ahmad, Kafeel [2 ]
Mubin, Sajjad [1 ]
机构
[1] Univ Engn & Technol Lahore, Lahore, Pakistan
[2] Univ Cent Punjab, Lahore, Punjab, Pakistan
关键词
Hybrid Composites; Polymers; Material properties; Mechanical properties; Toughness; MECHANICAL-PROPERTIES; REINFORCED-CONCRETE; POLYPROPYLENE FIBERS; SYNERGY;
D O I
10.14807/ijmp.v11i3.1081
中图分类号
C93 [管理学];
学科分类号
12 ; 1201 ; 1202 ; 120202 ;
摘要
Different types of fibers impart specific characteristics to concrete, including crack bridging, early age crack resistance, ductility, toughness, strength, and loss of workability. It seems that if these fibers are combined, then specific characteristics of each fiber may be imparted to concrete and the desired characteristics of the concrete composite may be achieved. Thus, this investigation has been conducted to study the properties of concrete composites composed of four different types of fibers used singly or in hybrid form. The effectiveness of hybrid fibers in cementitious composites to achieve better characteristics; strengths, toughness, workability, and cost, was investigated and compared. Composites made of carbon fiber, plain steel fiber, polypropylene fiber, and glass fiber and their hybrid combinations (2, 3 and 4 fibers mixed), at constant volume of fiber 1.25%, along 4% styrene-butadiene rubber latex and 1.5% superplasticizer, are prepared and tested. The composites are compared and investigated for their feasibility in terms of their properties and cost. The comparison showed the suitability of some bi-hybrid composites, and incompatibility of tri-hybrid and tetra-hybrid composites in terms of effectiveness and feasibility.
引用
收藏
页码:1034 / 1049
页数:16
相关论文
共 19 条
[1]   The effect of steel and polypropylene fibers on the chloride diffusivity and drying shrinkage of high-strength concrete [J].
Afroughsabet, Vahid ;
Biolzi, Luigi ;
Monteiro, Paulo J. M. .
COMPOSITES PART B-ENGINEERING, 2018, 139 :84-96
[2]  
AHMED K., 2009, THESIS
[3]  
[Anonymous], 1991, 4461R91 ACI
[4]   Statistical variations in impact resistance of polypropylene fibre-reinforced concrete [J].
Badr, A ;
Ashour, AF ;
Platten, AK .
INTERNATIONAL JOURNAL OF IMPACT ENGINEERING, 2006, 32 (11) :1907-1920
[5]   Fiber synergy in Hybrid Fiber Reinforced Concrete (HyFRC) in flexure and direct shear [J].
Banthia, N. ;
Majdzadeh, F. ;
Wu, J. ;
Bindiganavile, V. .
CEMENT & CONCRETE COMPOSITES, 2014, 48 :91-97
[6]  
Bentur A, 2006, FIBRE REINFORCED CEM, DOI DOI 10.1201/9781482267747
[7]  
Broek D., 1974, Elementary Engineering Fracture Mechanics
[8]   Flexural response of hybrid carbon fiber thin cement composites [J].
Hossain, Md. Zakaria ;
Awal, A. S. M. Abdul .
CONSTRUCTION AND BUILDING MATERIALS, 2011, 25 (02) :670-677
[9]   The effects of polypropylene fibers on the properties of reinforced concrete structures [J].
Kakooei, Saeid ;
Akil, Hazizan Md ;
Jamshidi, Morteza ;
Rouhi, Jalal .
CONSTRUCTION AND BUILDING MATERIALS, 2012, 27 (01) :73-77
[10]  
Kawamata A., 2003, J ADV CONCRETE TECHN, V1, P283