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- W2380038906 abstract "This article discusses the advantages of prestressed FRP-strengthened concrete structures and proposes that the methods of exerting prestress on FRP and reducing the rigidity of coherence layer enable the intensity of FRP to be fully used can improve the structural performance of the structure members,and enhance the efficiency of the structural reinforcement.On the basis of corresponding hypotheses,this article infers the differential equation of debonding stress,introduces the I_n and x_0 computational method of prestressed section,and gives the function expression of the debonding stress.Finally,it is calculated that by means of the prestress on FRP and the reduction of the rigidity of coherence layer,the debonding stress will be decreased obviously and the debonding failure will be postponed,and even avoided." @default.
- W2380038906 created "2016-06-24" @default.
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- W2380038906 date "2008-01-01" @default.
- W2380038906 modified "2023-09-25" @default.
- W2380038906 title "Analysis of Debonding Stress of Prestessed FRP-strengthened Beams" @default.
- W2380038906 hasPublicationYear "2008" @default.
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