B
Babar Ali
Researcher at COMSATS Institute of Information Technology
Publications - 86
Citations - 1536
Babar Ali is an academic researcher from COMSATS Institute of Information Technology. The author has contributed to research in topics: Compressive strength & Ultimate tensile strength. The author has an hindex of 12, co-authored 48 publications receiving 403 citations. Previous affiliations of Babar Ali include University of Engineering and Technology, Lahore & University of Engineering and Technology.
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Influence of glass fibers on mechanical and durability performance of concrete with recycled aggregates
Babar Ali,Liaqat Ali Qureshi +1 more
TL;DR: In this article, the influence of glass fiber reinforcement on mechanical and durability performance of concrete made with recycled coarse aggregate (RCA) was investigated, and the results showed that 50% RCA concrete outperforms the plain natural coarse aggregate concrete at 0.5% GF in overall mechanical performance (compressive, split tensile and flexural strength).
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Combined effects of supplementary cementitious materials (silica fume, GGBS, fly ash and rice husk ash) and steel fiber on the hardened properties of recycled aggregate concrete
TL;DR: In this paper, the effects of combined incorporation of supplementary cementitious materials (SCMs) and hook-ended steel fibers (HSF) on compressive behavior and durability of Recycled aggregate concrete (RAC) are presented.
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A step towards durable, ductile and sustainable concrete: Simultaneous incorporation of recycled aggregates, glass fiber and fly ash
TL;DR: In this paper, a method is proposed to enhance the mechanical and durability performance of RAC by combined incorporation of glass fiber (GF) and fly ash (FA), which can help in manufacturing more durable, ductile and sustainable RAC.
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Environmental and economic benefits of steel, glass, and polypropylene fiber reinforced cement composite application in jointed plain concrete pavement
TL;DR: In this paper, the authors evaluated the environmental and economic performance of the pavements designed with different fibrous concrete composites (FCCs) by incorporating 0.5 and 1.0% volume fractions of glass fiber, hooked steel fiber (HSF), and polypropylene fiber (PPF) in the normal strength concrete (C30).
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Comparison of mechanical properties of concrete and design thickness of pavement with different types of fiber-reinforcements (steel, glass, and polypropylene)
TL;DR: In this article, the effect of different fiber-reinforcements on the mechanical properties of normal strength and high strength concrete was investigated, and the results of mechanical testing show that steel fiber is superior in enhancing the compressive and flexural strength compared to glass and polypropylene fiber.