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Engineering Properties of Carbon Fiber and Glass Fiber Reinforced Recycled Polymer Concrete

탄소섬유 및 유리섬유로 보강한 재생 폴리머 콘크리트의 공학적 특성

  • Noh, Jin Yong (Department of Agricultural Engineering, Graduate School of Chungnam National University) ;
  • Sung, Chan Yong (Department of Agricultural and Rural Engineering, Chungnam National University)
  • Received : 2016.02.03
  • Accepted : 2016.04.14
  • Published : 2016.05.31

Abstract

This study was performed to evaluate engineering properties of carbon and glass fiber reinforced recycled polymer concrete. Fiber reinforced recycled polymer concrete were used recycled aggregate as coarse aggregate, natural aggregate as fine aggregate, $CaCO_3$ as filler, unsaturated polyester resin as binder, and carbon and glass fiber as fibers. The compressive and flexural strength of carbon fiber reinforced recycled polymer concrete were in the range of 68~81.5 MPa and 19.1~21.5 MPa at the curing 7days. Also, the compressive and flexural strength of glass fiber reinforced recycled polymer concrete were in the range of 69.4~85.1 MPa and 19~20.1 MPa at the curing 7days. Abrasion ratio of carbon and glass fiber reinforced recycled polymer concrete were decreased 21.6 % and 11.6 % by fiber content 0.9 %, respectively. After impact resistance test, drop numbers of initial and final fracture were increased with increase of fiber contents. Accordingly, carbon fiber and glass fiber reinforced recycled polymer concrete will greatly improve the hydraulic structures, underground utilities and agricultural structures.

Keywords

References

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