Mechanical properties of polyolefin and polypropylene fibers-reinforced concrete-An experimental study

被引:16
|
作者
Azandariani, Mojtaba Gorji [1 ]
Vajdian, Mehdi [2 ]
Asghari, Kian [3 ]
Mehrabi, Saeed [2 ]
机构
[1] Semnan Univ, Fac Civil Engn, Struct Engn Div, Semnan, Iran
[2] Islamic Azad Univ, Fac Civil Engn, Dept Civil Engn, Aligudarz Branch, Aligudarz, Iran
[3] Islamic Azad Univ, Fac Civil & Earth Resources Engn, Dept Civil Engn, Cent Tehran Branch, Tehran, Iran
来源
COMPOSITES PART C: OPEN ACCESS | 2023年 / 12卷
关键词
Fibers-reinforced concrete; Mechanical properties; Compressive strength; Experimental work; Polyolefin/polypropylene fibers; Failure mechanism; COMPRESSIVE STRENGTH; BEHAVIOR;
D O I
10.1016/j.jcomc.2023.100410
中图分类号
TB33 [复合材料];
学科分类号
摘要
Concrete, a widely used construction material, exhibits inherent brittleness and limited tensile strength. To address these shortcomings, the incorporation of fibers has gained prominence, with polyolefin and polypropylene fibers emerging as promising reinforcements. This study experimentally conducted and examined the mechanical characteristics of polyolefin and polypropylene fibers-reinforced concrete. The study involved conducting compressive strength tests and durability tests, including sulfate resistance, acid resistance, chloride ion penetration resistance, and abrasion tests. The results demonstrated a notable enhancement in the compressive strength of both cubic and cylindrical specimens with varying dimensions, owing to the inclusion of polyolefin fibers. Polyolefin fibers exhibited a greater reinforcing effect compared to polypropylene fibers, especially in larger cubic specimens and cylindrical specimens. The quantitative results show that specimens with polypropylene fibers exhibited a 9.67 % improvement in compressive strength, while those with polyolefin fibers showed a 30.47 % enhancement compared to specimens without fibers. The acid resistance test revealed that both types of fiber-reinforced specimens exhibited higher compressive strength in acidic environments compared to plain concrete specimens. In the chloride ion penetration resistance test, the polyolefin fiber-reinforced specimen demonstrated the highest resistance to degradation, while the plain concrete specimen exhibited the lowest resistance. Polyolefin demonstrated superior reinforcement compared to polypropylene, with a 35 % increase in acid resistance and better chloride ion resistance. In contrast, specimens without fibers weakened by 35.36 % in a chloride environment. The sulfate resistance test showed that the polyolefin fiber-reinforced specimen had the highest compressive strength in a sulfate environment, while the plain concrete specimen had the lowest. In sulfate and abrasion tests, polyolefin-fiber-reinforced specimens displayed the highest resistance and the lowest abrasion rate of 34.6 %. These findings highlight the potential of polyolefin fiber-reinforced concrete for enhancing mechanical properties and durability in various applications.
引用
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页数:15
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