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- W2387585355 abstract "Because carbon fiber reinforced polymer(CFRP) composite is a brittle material and its deformability is far below steel,so if it is applied to strengthening of building and bridge structures the ductility of original structures may well be reduced.Although prestressed CFRP strengthening technique possesses many merits such as full utilization of material property and improve of the distribution of structural stress,the initial stain of carbon fiber generates due to pretension and the remaining deformation of carbon fiber is reduced,so the prestressed CFRP has important influences on the ductility of structures. The relationship of the sectional area and initial strain of CFRP to the yield curvature and failure curvature of structures are investigated in this paper and the strengthening parameter is determined by ductility factor with the purpose of controlling structural ductility.A case analysis was made based on the results of derivation and the computational results.It can be found from the comparison between the computational results and the experimental results that the ductility controlling method is quite efficient." @default.
- W2387585355 created "2016-06-24" @default.
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- W2387585355 date "2009-01-01" @default.
- W2387585355 modified "2023-09-27" @default.
- W2387585355 title "Ductile controlling method of flexual members strengthened with prestressed carbon fiber reinforced ploymer plate" @default.
- W2387585355 hasPublicationYear "2009" @default.
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