Advanced SearchSearch Tips
Influence of Constitute Factor on the Compressive Strength of Ultra-High Strength Steel Fiber Reinforced Cementitious Composites
facebook(new window)  Pirnt(new window) E-mail(new window) Excel Download
 Title & Authors
Influence of Constitute Factor on the Compressive Strength of Ultra-High Strength Steel Fiber Reinforced Cementitious Composites
Park Jung-Jun; Koh Kyung-Taek; Kang Su-Tae; Kim Sung-Wook;
  PDF(new window)
Recently, various fiber reinforced cementitious composites are used in order to solve problems of concrete as the brittleness breaking. Especially, in U.S.A., Europe, and Japan, ultra-high strength steel fiber reinforced cementitious composites(ultra-high strength SFRCC) with compressive strength in excess of 100 MPa were developed. However few studies have been investigated on the high-strength SFRCC in Korea. Therefore, in this paper, to make ultra-high strength SFRCC with the range of compressive strength 180MPa, it was investigated the constitute factors of ultra-high strength SFRCC influenced on the compressive strength. The experimental variables were water-binder ratio, replacement of silica fume, size and proportion of sand, type and replacement of filling powder, and using of steel fiber in ultra-high strength SFRCC. As a result, in water-binder ratio 0.20, we could make ultra-high strength SFRCC with compressive strength of 180MPa through using of silica fume, quartz sand with below 0.5mm filling powder and steel fiber.
ultra-high strength;steel fiber;cementitious composite;compressive strength of 180MPa;
 Cited by
압축강도 300MPa 이상의 초고강도 분체콘크리트 개발을 위한 실험적 연구,조병완;윤광원;박정훈;김헌;

한국콘크리트학회논문집, 2010. vol.22. 3, pp.287-295 crossref(new window)
초고성능 섬유보강 콘크리트에 혼입된 강섬유의 부착강도 평가,강수태;

한국콘크리트학회논문집, 2013. vol.25. 5, pp.547-554 crossref(new window)
저열 포틀랜드 시멘트를 사용한 초고강도 분체 콘크리트 개발에 관한 실험적 연구,조병완;윤광원;김헌;박진모;

한국구조물진단유지관리공학회 논문집, 2009. vol.13. 6, pp.135-147
An Experimental Study on Mechanical Properties of Ultra-High Strength Powder Concrete, Journal of the Korea Concrete Institute, 2010, 22, 3, 287  crossref(new windwow)
An Experimental Study on Charateristics of Autogenous Shrinkage of HPFRCC considering Early Age Coefficient of Thermal Expansion, Journal of the Korea Academia-Industrial cooperation Society, 2015, 16, 5, 3602  crossref(new windwow)
Bond Strength of Steel Fiber Incorporated in Ultra High Performance Fiber-Reinforced Concrete, Journal of the Korea Concrete Institute, 2013, 25, 5, 547  crossref(new windwow)
Naaman, A. E., Reinhardt, H. W., 'High Perjonrance Fiber Reinforced Cement Composites 2 (HPFRCC2),' E&FN SPON, Jun. 1905

Pierre, R., 'Ultra-High Performance Fiber Rein forced Concretes,' Concrete International, ACI, Vol.23, No.12, Dec. 2001, pp.46-52

Richard, P., Cheyrezy, M. H., 'Reactive Powder Concretes with High Ductility and 200-800 MPa Compressive Strength,' ACI Spring Convention, SanFrandsco, ACI SP 144-24, 1994, pp.507-518

N. Gowripalan, 'Reactive Powder Concrete(RPC) for Precast Structural Concrete-Research and Development in Australia,' The 21st Biennial Conference of The Concrete Institute of Australia, Concurrent session 1 materials, 2003, pp.99-108

Lankard, D. R., 'Slurry Infiltrated Fiber Concrete (SIFCON),' Concrete International, Vol.6, No.12, The. 1984, pp.44-47

Hackman, I. E., Farrell, M. B., Dunham, O. O., 'Slurry Infiltrated Mat Concrete(SIMCON),' Concrete International, Vol.14, No.12, 1992, pp.53-56

한국건설기술연구원 '콘크리트 교량의 내구성 향상 기술 개발', 한국건설기술연구원, 2003. 12

高靭性セメント複合材料の性能評價と構造利用研究委員曾, '高靭性セメント複合材料を知る.作る.使う', 日本コンクリト工學協曾, Jan. 2002

佐川康貴, 松下博通, 鶴田活章, 下山善秀, '鋼繊維補強高強度モルタルの 力學的性狀', 日本コンクリト工學年次論文集, Vol.23, No.2., 2001, pp.199-204

中村俗, 三橋博三, '短繊維補強セメント系複合材料の力學的性能に及ぽす材料因子の影響', 日本建築學曾構造系論文集, No.541, 2001. 3

김성욱, 박정준, 고경택, 강수태, 이장화, '고인성 섬유 보강 시멘트 복합체의 압축강도 특성에 미치는 양생의 영향', 대한토목학회 정기학술대회, 2003

Pierre Richard, Marcel Cheyrezy, 'Composition of Reactive Powder Concretes,' Cement and Concrete Research, Vol.25, No.7, 1995, pp.1501-1511 crossref(new window)

Sung-Wook Kim, Kyung-Taek Koh, Jung-un Park, Su-Tae Kang and Nadarajah Gowripalan, 'A Study of Mechanical Characteristics of the Modified Ultra High Performance Concrete with varied Components,' Proceedings of the First International Caference of Asian Concrete Federation, 2004, pp.534-543