비정질 강섬유로 보강된 철근콘크리트 인장부재의 균열거동

논문상세정보
' 비정질 강섬유로 보강된 철근콘크리트 인장부재의 균열거동' 의 주제별 논문영향력
논문영향력 선정 방법
논문영향력 요약
주제
  • 토목역학, 토목재료
  • amorphous steel fiber
  • coverthickness
  • crack spacing
  • splittingcrack
  • steel fiber
  • 강섬유
  • 균열간격
  • 비정질 강섬유
  • 쪼갬균열
  • 피복두께
동일주제 총논문수 논문피인용 총횟수 주제별 논문영향력의 평균
795 1

0.1%

' 비정질 강섬유로 보강된 철근콘크리트 인장부재의 균열거동' 의 참고문헌

  • 콘크리트 보강용 비정질 섬유 및 적용기술 개발
    최세진 RIST연구논문 27 (3) : 110 ~ 113 [2013]
  • 초고강도 강섬유보강 철근콘크리트의 인장강화 모델 및 적용
    곽효경 대한토목학회 논문집A 29 (4) : 267 ~ 279 [2009]
  • 섬유혼입률이 강섬유보강 초고강도 콘크리트의 인장연화거동에 미치는 영향
    강수태 콘크리트학회 논문집 21 (1) : 13 ~ 20 [2009]
  • fib Model Cde 2010 First Complete Draft-Volume 1
    Fib Federation Internationale du Beton : 220 ~ 231 [2010]
  • Tension Stiffening and Cracking of Steel Fiber-Reinforced Concrete
    Bischoff, P. H. Journal of Materials in Civil Engineering 15 (2) : 174 ~ 182 [2003]
  • Tension Stiffening and Cracking of Hybrid Fiber- Reinforced Concrete
    Ganesan, N. ACI Materials Journal 110 (6) : 715 ~ 721 [2013]
  • Structural Concrete Design Code
    Korea Concrete Institute Kimoondang Publishing Company : 300 ~ 302 [2012]
  • Prestressed Concrete Structures
    Collins M. P. Prentice Hall : 152 ~ 154 [1996]
  • Predicting of Crack Width in Hardened Concrete
    Beeby, A. W. Structural Engineer 57A (1) : 9 ~ 17 [1979]
  • Influence of Steel fibers on Tension Stiffening
    Abrishami, H. H. ACI Structural Journal 94 (6) : 769 ~ 776 [1997]
  • Eurocode 2-Design of Concrete Structures, European Committee for Standardization : 124 ~ 131
  • Effect of Arrangement of Reinforcement on Crack Width and Spacing of Reinforced Concrete Members
    Broms, B. B. ACI Journal 62 (11) : 1395 ~ 1420 [1965]
  • Cracking Behavior of Steel Fiber-Reinforced Concrete Members Containing Conventional Reinforcement
    Deluce, J. R. ACI Structural Journal 110 (3) : 481 ~ 490 [2013]
  • Crack Width and Crack Spacing in Reinforced Concrete Members
    Broms, B. B. ACI Journal 62 (10) : 1237 ~ 1256 [1965]
  • Crack Spacings Relationship and Tension Stiffening Effect on Axially Loaded Tension Members Reinforced with Amorphous Steel Fibers
    Kim, Y. S. Gwangju University [2014]
  • Crack Prediction for Members in Uniaxial Tension
    Rizkalla, S. H. ACI Journal 81 (6) : 572 ~ 579 [1984]
  • Concrete Structures Euro-Design Handbook
    Eibl, J. Emst & Sohn : 244 ~ 249 [1994]
  • CEB-FIP model code 1990
    CEB-FIP Comite Euro-International Du Beton : 247 ~ 251 [1992]
  • CEB-FIP Model Code for Concrete Structures
    CEB-FIP Comite Euro-International Du Beton : 348 ~ [1978]
  • Building Code Requirement for Structural Concrete and Commentary (ACI 318-08)
    ACI Committee 318, American Concrete Institute : 430 ~ [2008]
  • Bond Characteristics and Cracking Behavior in High-Strength Concrete Tensile Members (1)
    Kim, W. Journal of the Korean Society of Civil Engineers 21 (5-A) : 687 ~ 698 [2001]