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- W262266774 abstract "Durability of concrete-FRP bond is a very important factor in strengthening of concrete structures. This research is aimed at studying the time performance of concrete-CFRP bond under the effects of freeze-thaw cycles and sustained loading. For this purpose, 28 bond-test specimens under 2 different regimes were tested after 80 days of conditioning. Each specimen had CFRP strips bonded on two opposite faces of a concrete block. Two different levels of sustained loadings, 7.5% and 15% of the expected failure load, were used. The freeze-thaw profile was modeled using 20-year temperature data of Pittsburgh, PA. Test results show 1.1% to 9.9% reduction in failure load due to various conditioning regimes. The stiffness of the conditioned specimens also reduced in the range of 5.7% to 7.8%. The failure load of 15% sustained loaded specimens was found to be statistically different from the failure load of control specimens." @default.
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- W262266774 date "2006-01-01" @default.
- W262266774 modified "2023-09-23" @default.
- W262266774 title "Time Performance of Concrete-CFRP Bond Under Effects of Freeze-Thaw Cycles and Sustained Loading" @default.
- W262266774 hasPublicationYear "2006" @default.
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