Influence of fiber treatment methods on the mechanical properties of high strength concrete reinforced with sisal fibers

被引:5
|
作者
Antwi-Afari, Bernard Adjei [1 ]
Mutuku, Raphael [2 ]
Kabubo, Charles [3 ]
Mwero, John [4 ]
Mengo, William Kithiia [5 ]
机构
[1] Jomo Kenyatta Univ Agr & Technol, Pan African Univ Hosted, Inst Basic Sci Technol & Innovat, Civil Engn Dept, POB 62000-00200, Nairobi, Kenya
[2] Tech Univ Mombasa, Dept Bldg & Civil Engn, Mombasa, Kenya
[3] Jomo Kenyatta Univ Agr & Technol JKUAT, Dept Civil Construct & Environm Engn, Nairobi, Kenya
[4] Tech Univ Kenya, Sch Civil & Resource Engn, Nairobi, Kenya
[5] Univ Nairobi, Dept Mech & Mfg Engn, Nairobi, Kenya
关键词
COMPOSITES; DURABILITY;
D O I
10.1016/j.heliyon.2024.e29760
中图分类号
O [数理科学和化学]; P [天文学、地球科学]; Q [生物科学]; N [自然科学总论];
学科分类号
07 ; 0710 ; 09 ;
摘要
The science of adding natural fibers to concrete results in an engineering material that is environmentally friendly and has the potential of promoting sustainable development in the construction industry. However, the challenge in adding natural fibers to concrete is that, they are hydrophilic in nature and this affects the bonding between the fibers and the concrete. To avert this problem three different fiber treatment methods namely, chemical, thermal and hybrid treatment methods were conducted on the sisal fibers to investigate the effect of the fiber treatment methods on the mechanical properties of sisal fiber reinforced concrete. The treated fibers were mixed with concrete with percentage fiber content of 0.5 %, 1.0 %, 1.5 % and 2 % and their compressive strength, tensile strength and flexural strength were tested. The experimental results showed that all the treatment methods considered led to an improvement in the tensile strength of the sisal fiber reinforced concrete. The compressive strength was also improved by the thermal and hybrid treatment methods, however, the chemical treatment method led to a reduction in the compressive strength. With regard to the flexural strength, all the treatment methods considered led to a reduction in the flexural strength when compared to the concrete without fibers.
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页数:17
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