Use of Steel Fibres in Bridge Decks to Improve Serviceability and Reduce Top Mat Reinforcement Requirements

dc.contributor.authorRezaee, Bibi Saida
dc.date.accessioned2026-04-30T19:12:38Z
dc.date.available2026-04-30T19:12:38Z
dc.date.issued2026-04-30
dc.date.submitted2026-04-22
dc.description.abstractThis study examined a practical strategy to enhance the long-term performance of bridge deck slabs, which are highly susceptible to deterioration due to corrosion of conventional steel reinforcement. While glass fibre reinforced polymer (GFRP) bars offer corrosion resistance, their low stiffness often necessitates increased reinforcement ratios to meet serviceability requirements, diminishing their economic and practical benefits. To address this limitation, the study investigated the use of steel fibre reinforced concrete (SFRC) with steel macrofibres to improve service performance and reduce top mat reinforcement demands. The research program integrated concrete mixture development, material characterization, and large-scale structural testing. Practical SFRC mixtures were developed to evaluate material properties including workability, compressive strength and direct tensile response to support mixture selection for structural testing. Six large-scale one-way bridge deck slab strip specimens were tested to failure, simulating deck overhang behaviour. The test variables included GFRP reinforcement ratios of 0.6% and 0.8% and steel fibre volume fractions of zero, 0.5%, and 1.0%. A conventionally steel reinforced slab without fibres served as a control. The results demonstrated that the incorporation of steel fibres significantly improved crack control, stiffness, and flexural capacity in GFRP reinforced slabs. Fibre reinforced specimens exhibited service and strength performance comparable to or exceeding that of the steel-reinforced control slab, with improvements increasing with fibre dosage. Notably, comparable serviceability was achieved even with reduced flexural reinforcement when steel fibres were present. Collectively, the findings indicated that SFRC can effectively mitigate the serviceability limitations of GFRP reinforcement enabling more durable, efficient, and lower maintenance bridge deck construction.
dc.identifier.urihttps://hdl.handle.net/10012/23132
dc.language.isoen
dc.pendingfalse
dc.publisherUniversity of Waterlooen
dc.subjectSteel Fibre Reinforced Concrete
dc.subjectGFRP Reinforcement
dc.titleUse of Steel Fibres in Bridge Decks to Improve Serviceability and Reduce Top Mat Reinforcement Requirements
dc.typeMaster Thesis
uws-etd.degreeMaster of Applied Science
uws-etd.degree.departmentCivil and Environmental Engineering
uws-etd.degree.disciplineCivil Engineering
uws-etd.degree.grantorUniversity of Waterlooen
uws-etd.embargo.terms2 years
uws.contributor.advisorHrynyk, Trevor
uws.contributor.affiliation1Faculty of Engineering
uws.peerReviewStatusUnrevieweden
uws.published.cityWaterlooen
uws.published.countryCanadaen
uws.published.provinceOntarioen
uws.scholarLevelGraduateen
uws.typeOfResourceTexten

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