An Ezperimental Study on the Behavior of Girder Ledge of Precast Girder-Beam Connection

피리캐스트 Girder-Beam 접합부에서 Girder Ledge의 거동에 관한 실험적 연구

  • 김기범 (정회원, 영남대학교 건축공학과) ;
  • 박성무 (정회원, 영남대학교 건축공학과교수)
  • Published : 1997.04.01

Abstract

The purpose of this study id to define the behavior of the girder ledge of precast girder-beam joint in Frame Type Precast Concrete Construction Method. And in behavior, girder ledge is different with bracket, because of longitudinal effective width and longitudinal bending. specif c objectives of this study are followed: $\circled1$ To investigate the effects of concrete compressive strength on the maximum shear strength of girder ledge, $\circled2$ To investigate the effects of the shear-span ratio and effective area on behavior of girder ledge, $\circled3$ To investigate the effects of the types of reinforcement on behavior and maximum shear strength of girder ledge, $\circled4$ To study the applicable possibility of the suggested shear friction formulas to estimating the shear strength of girder ledge.

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