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Study on the Strength Characteristics and Flexural Toughness of Steel Fiber Reinforced Polymer Concrete

강섬유 보강 폴리머 콘크리트의 강도특성 및 휨인성에 관한 연구

  • 김기락 (강원대학교 농공학과) ;
  • 연규석 (강원대학교 농공학과) ;
  • 이윤수 (강원대학교 석재복합신소재제품연구센터 전임연구원)
  • Published : 1999.08.01

Abstract

The use of steel fiber reinforced to improve the strength and flexural toughness of concrete is well known, but reinforcement of polymer concrete with steel fibers has been hardly reported till now. Polymer concrete has high strength, durability and freeze-thaw resistance than that of cement concrete, but it has disadvantage such as low flexural toughness. In this paper, the strength characteristics and flexural toughness of steel fiber reinforced polymer concrete are investigated experimentally with various steel fiber aspect ratios($\ell$/d), and contents(vol.%). As the result, the flexural and splitting tensile strengths and flexural toughness were increased aspect ratio, and reach the maximums at a aspect ratio of 50. The relationship between the compressive, flexural and splitting tensile strength were high. And the relationship between flexural strength and strain energy was approximately linear.

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References

  1. Polymers in Concrete Chandra, S.;Ohama, Y.
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  3. ASTM Standards, Concrete and Aggregate ASTM C 1018-89, Standard Test Method for Flexural Toughness and First-Crack Strength of Fiber Reinforced Concrete(Using Beams with Third-Point Loading)
  4. Proceedings of the Twenty-Second Japan Congress on Materials Research Properties of Steel Fiber Reinforced Polyester Resin Concrete Ohama, Y.;Nashimura, N.
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