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- W2364951811 abstract "Firstly,the bending strength theory of carbon fiber reinforced plastic(CFRP) wire was founded through analyzing the mechanical behaviors of CFRP wire in saddle,and influences of CFRP wire diameter and bending radius on bending strength were studied by theoretical formula.Then,the critical bending radius of CFRP wire was calculated,bending performance of CFRP wire in saddle was studied,the ultimate bending tensions with three kinds of bending radii were measured.Finally,the theoretical analysis results and test results were compared.The results show that the bending tensile efficiency of CFRP wire in saddle of long-span suspension bridge is more than 90%.Calculated values of bending strength of CFRP wire agree well with test values.If the bending radius is fixed,the bending strength decreases with the increase of diameter of CFRP wire,and the decreasing tendency presents linear.If the diameter of CFRP wire is fixed,the bending strength increases with the bending radius,and the increasing tendency presents non-linear.The critical bending radius of CFRP wire increases with the diameter of CFRP wire,and the increasing tendency presents linear,the bending angle of CFRP wire has no influence on ultimate bending tensile." @default.
- W2364951811 created "2016-06-24" @default.
- W2364951811 creator A5016920387 @default.
- W2364951811 date "2011-01-01" @default.
- W2364951811 modified "2023-09-24" @default.
- W2364951811 title "Research on Bending Performance of CFRP Main Cable in Saddle of Suspension Bridge" @default.
- W2364951811 hasPublicationYear "2011" @default.
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