Load Carrying Capacity and Deformation Properties of Steel Fiber Reinforced Concrete Slab Model Utilizing Waste Glass by Fine Aggregates

폐유리를 잔골재로 활용한 강섬유보강 슬래브모델의 내력 및 변형률특성

  • 박승범 (충남대학교 토목공학과) ;
  • 김경훈 (충남대학교 토목공학과 대학원) ;
  • 이봉춘 (충남대학교 토목공학과 대학원) ;
  • 이준 (충남대학교 토목공학과 대학원) ;
  • 정명일 (충남대학교 토목공학과 대학원)
  • Published : 2003.05.01

Abstract

As growing of industrialization and increasing of population, the quantities of waste glasses are rapidly growing in the earth. It cause some problems such as the waste of natural resources and environmental pollution. In this context, recycling waste glass as a material of concrete has a great advantage environmentally and economically. This study is aimed to investigate the effect of load and deflection on fiber reinforced concrete slab model utilizing waste glass by fine aggregates. The flexural strength of the concrete including waste glass increased considerably, as the inclusion rate of steel fiber were increased. And the first crack load, maximum load and energy absorption capacity increased remarkably as the inclusion rate of steel fiber were increased. Therefore, in this study we confirmed the possibility of application for the usage of waste glass to the steel fiber reinforced concrete.

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