An Experimental Study on the Constraining Effect of Reinforcing Bars for Slip Behavior of Burring Shear Connector and Perfobond-rib Shear Connector in Concrete

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  • Tanaka Teruhisa
    Department of Architecture, Graduate School of Human-Environment Studies, Kyushu University : Doctoral Program
  • Sakai Junichi
    Department of Architecture, Faculty of　Engineering, Fukuoka University
  • Kawano Akihiko
    Department of Architecture and Urban Design, Faculty of Human-Environment Studies, Kyushu University

Bibliographic Information

Other Title
  • バーリングシアコネクタおよび孔あき鋼板ジベルのコンクリートとのずれ挙動に及ぼす鉄筋の拘束効果に関する実験的研究
  • バーリングシアコネクタ オヨビ アナアキ コウバン ジベル ノ コンクリート ト ノ ズレ キョドウ ニ オヨボス テッキン ノ コウソク コウカ ニ カンスル ジッケンテキ ケンキュウ

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Abstract

Over the past few years, several studies have been made on stress transfer between steel and concrete using burring shear connector and perfobond-rib shear connector (PBL) respectively by push-out test and bending test of beams. The purpose of this study is to examine the constraining effect of reinforcing bars for slip behavior of the shear connector in concrete by push-out test. The test parameters are the kind of the shear connector (the machining of steel plate), the number of reinforcing bars, and the loading cycle. The result clearly shows that transverse reinforcing bars allow the stress transfer mechanism of the shear connector to improve.

Journal

  • 都市・建築学研究

    都市・建築学研究 26 91-99, 2014-07-15

    Faculty of Human-Environment Studies, Kyushu University

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