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An Experimental Study of Improving Fire Performance with Steel-fibers for Internally Anchored Square Composite Columns

내화성능 개선을 위한 강섬유 보강 내부 앵커형 각형강관 합성기둥의 실험연구

  • Received : 2014.05.10
  • Accepted : 2014.08.02
  • Published : 2014.12.27

Abstract

This study focuses on mixing steel fiber in the concrete to improve the ductility and toughness of the columns. The purpose of the study is to evaluate the load capacity and deformation capacity associated with the amount of steel fiber and loading condition and to analyze the interplay between the steel fiber reinforced concrete and the welding built-up square tube in terms of structure and fire resistance performance. Reinforcement of concrete with steel fiber(Vf=0.375%), when cross-section shape and boundary condition (load ratio) remained unchanged, improved fire resistance performance by 1.1~1.3 times. It is deemed that the area resisting thermal load increased and fire resistance performance was improved since the concrete reinforced with steel fiber restrained cracking. In addition, the fact that the cross-sections of the concrete were barely damaged indicates that load share capacity was greatly improved.

Keywords

Steel-fiber;Fire-Performance;Internally anchored square column;Mixing ratio;Thermal stress

References

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