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- W30259325 abstract "In this paper, results of an experimental project where a full scale bridge deck was tested with carbon fiber reinforced cement (CERF) permanent formwork are described. The bridge deck had 0.4% of fibrillated polypropylene fiber reinforcement but no traditional steel reinforcement. The carbon fiber used in the formwork was a pitch based fiber with a moderately high modulus of elasticity and tensile strength. The deck slab was tested at various locations under a simulated concentrated wheel load and the load versus deflection characteristics were recorded. While the bridge deck failed, as expected, in a punching shear mode at a load several times higher than the design load, the bond between the CFRC formwork and the concrete deck was identified as a weak link in the system." @default.
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- W30259325 date "2000-01-01" @default.
- W30259325 modified "2023-09-27" @default.
- W30259325 title "CARBON FIBER-REINFORCED CEMENT PERMANENT FORMWORK FOR THE STEEL FREE BRIDGE DECK" @default.
- W30259325 hasPublicationYear "2000" @default.
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