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- W2394300435 abstract "One of the obstacles for CFRP(Carbon Fiber Reinforced Polymer/Plastics) bar to be widely used as tendon and cable in civil engineering is the methodology to its anchor.The ultra high performance concrete RPC(Reactive Powder Concrete) has been put forward as the bond medium,and a series of tests have been carried out to develop a new bond-type of anchorage system for CFRP tendon and cable.Those parameters of surface shape,bond length,number and space of CFRP tendons and the slope of inner wall of outer steel tube used in the anchorage system have been studied.The test results have shown that the surface shape of CFRP tendon is significant to the anchor behavior of CFRP tendon in RPC.The grouted length of 20 diameters of CFRP tendon is enough for the indented surface CFRP tendon of tensile strength less than 3 000 MPa.The appropriate rod space is not less than the rod diameter for the anchorage system with two CFRP tendons,and the equations developed to determine the bond capacity and the critical bond length between CFRP tendon and RPC are feasible." @default.
- W2394300435 created "2016-06-24" @default.
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- W2394300435 date "2007-01-01" @default.
- W2394300435 modified "2023-09-24" @default.
- W2394300435 title "The Anchorage Behavior of CFRP Tendons in RPC" @default.
- W2394300435 hasPublicationYear "2007" @default.
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