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Bond Characteristics of Carbon Fiber Reinforced Plastics to Structural Steels
Fiber reinforced plastics (FRP) as a structural material instead of steel or concrete can provide many opportunities for structural engineers to propose new structural systems. Although material properties and their application to aerospace structures can be found in literature, little is available on the application of FRP to bridge and building structures. Studied herein is the bond strength of carbon fiber reinforced plastics to structural steels in order to develop the composite structure of steel and fiber reinforced plastic. It is concluded that the strong anisotropy of fiber reinforced plastics may cause local shear stress concentration, resulting in the premature debonding.
Bond Characteristics of Carbon Fiber Reinforced Plastics to Structural Steels
Fiber reinforced plastics (FRP) as a structural material instead of steel or concrete can provide many opportunities for structural engineers to propose new structural systems. Although material properties and their application to aerospace structures can be found in literature, little is available on the application of FRP to bridge and building structures. Studied herein is the bond strength of carbon fiber reinforced plastics to structural steels in order to develop the composite structure of steel and fiber reinforced plastic. It is concluded that the strong anisotropy of fiber reinforced plastics may cause local shear stress concentration, resulting in the premature debonding.
Bond Characteristics of Carbon Fiber Reinforced Plastics to Structural Steels
Ono, Koichi (Autor:in) / Sugiura, Kunitomo (Autor:in) / Sasaki, Atsushi (Autor:in) / Wakahara, Naoki (Autor:in) / Komaki, Hideyuki (Autor:in)
International Conference on High Performance Materials in Bridges ; 2001 ; Kona, Hawaii, United States
05.09.2003
Aufsatz (Konferenz)
Elektronische Ressource
Englisch
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