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- W2369957211 abstract "In all,84 tensile tests of concrete specimens reinforced with FRP bars and the results obtained are studied in this paper.The process of bearing capacity and failure form of specimens are discussed in detail.The load(average bond stress)-slip relationship of FRP bars to concrete under direct pullout is analyzed.The experimental results show that the process of bearing capacity of concrete specimens reinforced with FRP bars has connection with the rib of FRP bars.The two forms of the non-exfoliation splitting failure and the exfoliation failure of the rib are divided.The process of bearing capacity of the former includes minute slip,slip,splitting,descending and residual stage and that of the latter includes minute slip,slip,collapsing,descending stage.In addition,a new model is proposed for the entire curve of the bond-slip constitutive law.It can be seen that the proposed bond-slip gives results in close agreement with the experimental results." @default.
- W2369957211 created "2016-06-24" @default.
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- W2369957211 date "2008-01-01" @default.
- W2369957211 modified "2023-09-24" @default.
- W2369957211 title "Experimental Study on Bond-Slip Behavior between FRP Bars and Concrete" @default.
- W2369957211 hasPublicationYear "2008" @default.
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