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- W1977391063 abstract "AbstractThis paper presents the results of an experimental study conducted to investigate the effectiveness of different types of fabric-reinforced cementitious matrix (FRCM) composite systems to strengthen shear critical reinforced concrete (RC) beams. Seven shear-critical RC beams were tested. The test variables included the strengthening material (glass FRCM or carbon FRCM) and the strengthening scheme (side bonded or u-wrapped). The test results revealed that FRCM strengthening is effective in enhancing the load-carrying capacity of shear-critical RC beams. The increase in load-carrying capacity of the FRCM-strengthened beams ranged between 19 and 105%. Both strengthening schemes (side bonded and u-wrapped) exhibited similar behavior, suggesting that the excellent bond of the FRCM to concrete may not require u-wrapped applications for anchorage. The experimental results were also compared with theoretical predictions according to fiber-reinforced polymer (FRP) design guidelines in North America with s..." @default.
- W1977391063 created "2016-06-24" @default.
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- W1977391063 date "2014-10-01" @default.
- W1977391063 modified "2023-10-01" @default.
- W1977391063 title "FRCM Strengthening of Shear-Critical RC Beams" @default.
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- W1977391063 doi "https://doi.org/10.1061/(asce)cc.1943-5614.0000464" @default.
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