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Shear Connectors in PC Box Girder Bridge with Corrugated Steel Webs
Thel performance of steel-concrete composite structures depends significantly upon the bond characteristics of connection between concrete and steel plates. A new type of shear connectors was developed using perforated steel plates, commonly known as `'perforbond'. An experimental investigation was conducted to study the shear strength characteristics of such connections, considering several test parameters. This paper describes the results of the experimental investigation. Further, based on the experimental results, prediction equations are proposed to calculate the shear strength of perforated steel plates and effects of confinement due to penetrating steel.
Shear Connectors in PC Box Girder Bridge with Corrugated Steel Webs
Thel performance of steel-concrete composite structures depends significantly upon the bond characteristics of connection between concrete and steel plates. A new type of shear connectors was developed using perforated steel plates, commonly known as `'perforbond'. An experimental investigation was conducted to study the shear strength characteristics of such connections, considering several test parameters. This paper describes the results of the experimental investigation. Further, based on the experimental results, prediction equations are proposed to calculate the shear strength of perforated steel plates and effects of confinement due to penetrating steel.
Shear Connectors in PC Box Girder Bridge with Corrugated Steel Webs
Tategami, Hisao (author) / Ebina, Takayuki (author) / Uehira, Kenji (author) / Sonoda, Keiichiro (author) / Kitoh, Hiroaki (author)
Composite Construction in Steel and Concrete IV Conference 2000 ; 2000 ; Banff, Alberta, Canada
2002-05-22
Conference paper
Electronic Resource
English
Shear Connectors in PC Box Girder Bridge with Corrugated Steel Webs
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