Corrosion resistant fibre reinforced polymer (FRP) reinforcement for bridge deck slabs

Gobithas Tharmarajah, Susan E. Taylor, David J. Cleland, Des Robinson

    Research output: Contribution to journalArticlepeer-review

    7 Citations (Scopus)

    Abstract

    This paper discusses the beneficial influence of compressive membrane action in fibre reinforced polymer (FRP)reinforced in-plane restrained slabs in bridge deck slabs and the improved service performance when archingaction occurs. Bridge deck slabs that are exposed to extreme environmental conditions can experience severecorrosion damage. Expansive corrosion in steel reinforcement significantly reduces the design life and durabilityof concrete structures; for example, on one short section of the M1 in Northern Ireland, nearly £1 million was spent last year on the maintenance and repair of bridges due to corrosion. Corrosion-resistant compositereinforcement such as basalt fibre reinforced polymer (BFRP) and glass fibre reinforced polymer (GFRP) provides adurable alternative to reinforcing steel. In this research, two BFRP reinforced slabs and two GFRP reinforced slabswere constructed using high-strength concrete with a target cube compressive strength of 65 N/mm2. The slabsrepresented typical full-scale dimensions of a real bridge deck slab 475 mm wide by 1425 mm long and 150 mmdeep. The service and ultimate behaviour of the slabs are discussed and the results are compared with the relevantdesign guidelines.
    Original languageEnglish
    Pages (from-to)208-217
    Number of pages10
    JournalProceedings of the Institution of Civil Engineers, Bridge Engineering
    Volume168
    Issue number3
    DOIs
    Publication statusPublished - Nov 2015

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