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- W1489381610 abstract "This thesis was conducted to investigate both the influence of stirrup detail and the application of carbon fibre reinforced plastics, on the torsional performance of under-reinforced concrete beams. The testing was performed on specimens with dimensions of 400 x 250 x 5500mm. The size of the beams was chosen to reflect those used in construction. Comparisons were made between beams featuring 90 degree cogged stirrups, and beams detailed with 135 degree hooked stirrups. It was found that the hooked stirrups performed better than the cogged stirrup, the latter exacerbating spalling by separating under load. The performances of these beams were then compared to beams retrofitted with carbon fibre reinforced plastic. The beams demonstrated increased torsional resistance of approximately 90 to 100%, for pre-cracked and uncracked specimens respectively." @default.
- W1489381610 created "2016-06-24" @default.
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- W1489381610 date "2001-01-01" @default.
- W1489381610 modified "2023-09-27" @default.
- W1489381610 title "FRP retrofit for beams with insufficient torsion reinforcement" @default.
- W1489381610 hasPublicationYear "2001" @default.
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