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- W2394163208 abstract "FRP-concrete composite bridge deck is the one which connects FRP slab and concrete slab together by shear connectors to bear the external loads.A FRP-concrete composite bridge deck with FRP perfobond shear connector and a FRP-concrete composite bridge deck bonded with epoxy resin are loaded monotonously in the experiment,the failure pattern,bearing capacity,deformation and slip are mainly studied.The results show that the damage of the connection interface marks the failure of the two FRP-concrete composite bridge deck specimens;the interface slip increment of the specimen with FRP perfobond shear connector increases gradually with the increasing loads,and the maximum of the slip is 0.55 mm,on the contrary,the specimen bonded with epoxy resin almost has no slip in the whole loading process;comparing to the specimen with FRP perfobond shear connector,bearing capacity of the specimen bonded with epoxy resin is 22% larger,and the limit deflection is 13.4% smaller,which are resulted from the interface slip of FRP perfobond shear connector." @default.
- W2394163208 created "2016-06-24" @default.
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- W2394163208 date "2012-01-01" @default.
- W2394163208 modified "2023-09-24" @default.
- W2394163208 title "Monotonic Loading Experiment Analysis of FRP-concrete Composite Bridge Decks" @default.
- W2394163208 hasPublicationYear "2012" @default.
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