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dc.contributor.authorPolash, Rahatul Kibria
dc.contributor.authorAziz, Md. Abdul
dc.contributor.authorHassan, Kandoker Alman
dc.contributor.authorShil, Sachine Chandra
dc.contributor.authorHossain, Md Shahadat
dc.date.accessioned2026-04-24T05:28:44Z
dc.date.available2026-04-24T05:28:44Z
dc.date.issued2025-01-06
dc.identifier.urihttp://suspace.su.edu.bd/handle/123456789/2815
dc.description.abstractBy adding steel fibers, concrete can overcome its noticeable brittleness and low tensile strength and strain capacity. The mechanical characteristics of concrete reinforced with high-strength steel fibers were examined in this study. The toughness index, compressive and splitting tensile strengths were among the characteristics. Steel fibers were introduced at 0.5%, 1.0%, 1.5%, 2.0%, 2.5%, 3.0% volume fractions. At 2.5% volume fraction, the fiber-reinforced concrete's compressive strength peaked. The splitting tensile strength and of the fiber-reinforced concrete improved with increasing the improvements, respectively. The compressive index of the fiber-reinforced concrete improved with increasing the compressive strength. Strength models were established to predict the compressive and splitting tensile strengths of the fiber-reinforced concrete. The models give predictions matching the measurements.en_US
dc.language.isoen_USen_US
dc.publisherSonargoan University(SU)en_US
dc.relation.ispartofseries;BCE- 250919
dc.subjectCompressive Strength and Tensile Strengthen_US
dc.subjectSteel Fiber Reinforced Concrete.en_US
dc.titleEvaluation of Compressive Strength and Tensile Strength of Steel Fiber Reinforced Concrete.en_US
dc.typeThesisen_US


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