Chapter
Apr 26, 2012
Shear Connectors in PC Box Girder Bridge with Corrugated Steel Webs
Authors: Hisao Tategami [email protected], Takayuki Ebina [email protected], Kenji Uehira [email protected], Keiichiro Sonoda [email protected], and Hiroaki Kitoh [email protected]Author Affiliations
Publication: Composite Construction in Steel and Concrete IV
Abstract
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.
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Published In
Composite Construction in Steel and Concrete IV
Pages: 213 - 224
Copyright
© 2002 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
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Authors
Affiliations
Senior Research Engineer, Research and Development Center, DPS Bridge Works Co., Ltd. Otsuka Bldg., 1-16-6, Kita-Otsuka, Toshima-Ku, Tokyo, Japan 170-0004. E-mail: [email protected]
Senior Research Engineer, Research and Development Center, DPS Bridge Works Co., Ltd. Otsuka Bldg., 1-16-6, Kita-Otsuka, Toshima-Ku, Tokyo, Japan 170-0004. E-mail: [email protected]
Director, Research and Development Center, DPS Bridge Works Co., Ltd. Otsuka Bldg., 1-16-6, Kita-Otsuka, Toshima-Ku, Tokyo, Japan 170-0004. E-mail: [email protected]
Professor, Department of Civil Engineering, Osaka City University, 3-3-138, Sugimoto, Sumiyoshi, Osaka, Japan 558-8585. E-mail: [email protected]
Associate Professor, Department of Civil Engineering, Osaka City University, 3-3-138, Sugimoto, Sumiyoshi, Osaka, Japan 558-8585. E-mail: [email protected]
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