콘크리트 건조수축과 자기수축의 이해

Understanding of Drying Shrinkage and Autogeneous Shrinkage in Concrete

  • 발행 : 2016.11.30

초록

키워드

참고문헌

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  2. S. Mindess, J.F. Young, and D. Darwin, "Concrete", Second Edition, Prentice Hall, 2002.
  3. Z.P Bazant, M.H. Hubler, and R. Wendner, "Model B4 for creep, drying shrinkage and autogenous shrinkage of normal and high-strength concretes with multidecade applicability. TC-242-MDC multidecade creep and shrinkage of concrete: material model and structural analysis," RILEM Materials and Structures. 2014.
  4. Z.P. Bazant and F.H. Wittmann, "Creep and Shrinkage in Concrete Structures," John Wiley & Sons, 1982.
  5. JSCE Concrete Committee, "Standard dpecifications for concrete structure-Design Volume," Japanese Society of Civil Engineer, 2007, pp. 50-55.
  6. FIB, "Model Code 2010," Federation internationale de beton, Lausanne 2010.
  7. ACI Committee 209(2008) Guide for modeling and calculating shrinkage and creep in hardened concrete ACI Report 209.2R-08, Farmington Hills.
  8. CEB, "CEB-FIP Model Code 1990," Bulletin d'Information No. 213/214, Comite Euro-International du Beton, Lausanne, Switzerland, 1993.
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  12. Z.P. Bazant, and W.J. Raftshol, "Effect of Cracking in Drying and Shrinkage Specimens," Cement and Concrete Research, 1982, Vol. 12, pp. 209-226. https://doi.org/10.1016/0008-8846(82)90008-4
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  14. S.H. Kwon and S.P Shah, "Prediction of Early-Age Cracking of Fiber-Reinforced Concrete due to Restrained Shrinkage," ACI Materials Journal, 10(4), 2008, pp. 381-389.
  15. Kim, J. K., and Lee, C. S., "Prediction of Differential Drying Shrinkage in Concrete," Cement and Concrete Research, Vol. 28, No. 7, 1998, pp. 985-994. https://doi.org/10.1016/S0008-8846(98)00077-5
  16. Kwon, S. H.; Kim, Y. Y.; and Kim, J. K., "Long-Term Behaviour under Axial Service Loads of Circular Columns Made from Concrete Filled Steel Tubes," Magazine of Concrete Research, Vol. 57, No. 2, 2005, pp. 87-99. https://doi.org/10.1680/macr.2005.57.2.87
  17. K. P Jang, J. K. Son, and S. H. Kwon, "Prediction of Interfacial Cracking due to Differential Drying Shrinkage of Concete in Precast Shell Pier Cap," Computers, Materials & Continua, 2013, 38(3), pp. 155-173.