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- W2559584025 abstract "Fly ash substitution to cement is a well-recognized approach to reduce CO 2 emissions. Although fly ash concrete is prone to brittle behavior, researchers have shown that addition of fibers could reduce brittle behavior. Previous research efforts seem to have utlised a single type of fiber or two types of fibers. In this research, three types of fibers, steel, polypropylene, and basalt as 0%, 0.50%, 0.75%, and 1% by volume of concrete, were mixed in varying proportions with concrete specimens substituted with 50% fly ash (class F). All specimens were tested for compressive strength, indirect tensile strength, and flexural strength over a period of 3 to 56 days of curing. Test results showed that significant improvement in mechanical properties could be obtained by a particular hybrid fiber reinforcement combination (1% steel fiber, 0.75% polypropylene fiber, and 0.75% basalt fiber). The strength values were observed to exceed previous research results. Workability of concrete was affected when the fiber combination exceeded 3%. Thus a limiting value for adding fibers and the combination to achieve maximum strengths have been identified in this research." @default.
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- W2559584025 date "2016-01-01" @default.
- W2559584025 modified "2023-09-27" @default.
- W2559584025 title "Mechanical Properties of High Volume Fly Ash Concrete Reinforced with Hybrid Fibers" @default.
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- W2559584025 doi "https://doi.org/10.1155/2016/1638419" @default.
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