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논문 기본 정보

자료유형
학술저널
저자정보
Kim, Gyu-Yong (Department of Architectural Engineering, Chungnam University) Hwang, Heon-Kyu (Division of Building Works, Hyundai Amco) Nam, Jeong-Soo (Department of Architectural Engineering, Chungnam University) Kim, Hong-Seop (Department of Architectural Engineering, Chungnam University) Park, Jong-Ho (Building Material, Sampyo Engineering & Construction) Kim, Jeong-Jin (Building Material, Lotte Engineering & Construction)
저널정보
한국건축시공학회 한국건축시공학회지 한국건축시공학회지 제12권 제4호
발행연도
2012.1
수록면
377 - 385 (9page)

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In this study, the Impact resistance of steel fiber and organic fiber reinforced concrete and mortar was evaluated and the improvement in toughness resulting from an increase in compressive strength and mixing fiber for impact resistance on performance was examined. The types of fiber were steel fiber, PP and PVA, and these were mixed in at 0.1, 0.5 and 1.0 vol.%, respectively. Impact resistance is evaluated with an apparatus for testing impact resistance performance by high-speed projectile crash by gas-pressure. For the experimental conditions, Specimen size was $100{\times}100{\times}20$, 30mm ($width{\times}height{\times}thickness$). Projectile diameter was 7 and 10 mm and impact speed is 350m/s. After impact test, destruction grade, penetration depth, spalling thickness and crater area were evaluated. Through this evaluation, it was found that as compressive strength is increased, penetration is suppressed. In addition, as the mixing ratio of fiber is increased, the spalling thickness and crater area are suppressed. Organic fibers have lower density than the steel fiber, and population number per unit area is bigger. As a result, the improvement of impact resistance is more significant thanks to dispersion and degraded attachment performance.

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