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Architectural Institute of Korea (대한건축학회)
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An Experimental Study on the Evaluation of Shear Performance of PVA Fiber Reinforced RC Deep Beam with High Strength Headed Rebar

  • Kim, Seunghun (Department of Architecture, Hanbat National University) ;
  • Lee, Kyuseon (Department of Architecture, Hanbat National University) ;
  • Lee, Yongtaeg (Department of Architecture, Hanbat National University)
  • Received : 2017.11.05
  • Accepted : 2017.12.14
  • Published : 2017.12.31
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Abstract

This study is done to evaluate how existence of shear-span ratio and shear reinforcing bar effects on shear performance from through shear experiment using PVA fiber reinforced ferroconcrete building. Ratio of shear-span was set 1, 1.7, and arrangement of shear reinforcing bar was set with KCI2012 regulation. In result, subject with less shear-span ratio, and shear reinforcing bar with arrangement of bar shows high stiffness. Subjects with high shear-span ratio show large difference depending on existence of shear reinforcing bar. Therefore, theoretical shear strength followed by CEB code underestimates experimental shear strength by 43.9%. Shear strength of the deep beam with headed bars is more affected by the bearing strength of head than the bond strength of bar.

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References

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