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- W2372814169 abstract "The cracks development regular,deformation properties,bearing capacity and failure conditions of the continuous beams which are unreinforced and side-bonded with CFRP sheet and side-bonded with pre-stressed CFRP sheet under the different initial load are studied and analyzed.The test results show that the yield load and the limit load of the continuous beams side-bonded with pre-stressed CFRP sheet can be improved obviously.In addition,the stiffness of the continuous beam side-bonded with pre-stressed CFRP sheets can be increased and it's deformation can be reduced." @default.
- W2372814169 created "2016-06-24" @default.
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- W2372814169 date "2014-01-01" @default.
- W2372814169 modified "2023-09-25" @default.
- W2372814169 title "Experimental Study of the Continuous Beams Side-bondedwith Prestressed CFRP Sheet" @default.
- W2372814169 hasPublicationYear "2014" @default.
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