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Journal of the Korea Concrete Institute

ISO Journal TitleJ Korea Concr Inst.
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  • KCI Accredited Journal

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  3. 2014-12 (Vol.26 No.6)
  4. 10.4334/JKCI.2014.26.6.771
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1 
1.Yang, I.H., Joh, C.B., Kang, S.T., and Kim, B.S., “An Experimental Study on Flexural Behavior of Steel Fiber Reinforced Ultra High Performance Concrete”, Journal of the Korea Concrete Institute, Vol. 21, No. 6, 2009, pp. 737-744.DOI
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2.Yang, I.H. and Joh, C.B., “Prediction of Flexural Capacity of Steel Fiber-Reinforced Ultra High Strength Concrete Beams”, Journal of the Korean Society of Civil Engineers, Vol. 30, No. 3A, 2010, pp. 317-328.Google Search
3 
3.Yang, I.H., Joh, C.B., and Kim, B.S., “An Experimental Study on Flexural Behavior of Steel Fiber Reinforced Ultra High Performance Concrete Prestressed Girders”, Journal of the Korea Concrete Institute, Vol. 22, No. 6, 2010, pp. 777-786.DOI
4 
4.Yang, I.H., Joh, C., and Kim, B.S., “Structural Behavior of Ultra High Performance Concrete Beams Subjected to Bending”, Engineering Structures, Vol. 32, Issue 11, No. 2010, pp. 3478-3487.Google Search
5 
5.Yang, I.H., Joh, C.B., and Kim, B.S., “Flexural Strength of Large Scale Ultra High Performance Concrete Prestressed T-Beams”, Canadian Journal of Civil Engineers, Vol. 38, No. 11, 2011, pp. 1185-1195.DOI
6 
6.Li, V.C. and Fischer, G., “Reinforced ECC - An Evolution from Materials to Structures”, Proceedings of the 1st fib congress - Concrete Structures in the 21st Century, pp. 105-122, Osaka, 2002.Google Search
7 
7.DAfStB, State-of-the-art Report on Ultra High Performance Concrete - Concrete Technology and Design, draft 3, Deutscher Ausschuss fur Stahltbeton/German Association for Reinforced Concrete, Berlin, Germany, 2003.Google Search
8 
8.Yuguang, Y., Walraven, J., and Uiji, J.D., “Study on Bending Behavior of an UHPC Overlay on a Steel Orthotropic Deck”, Proceedings of 2nd International Symposium on Ultra High Performance Concrete, Kassel, Germany, 2008, pp. 639-646.Google Search
9 
9.Si-Larbi, A., Ferrier, E., and Hamelin, P., “Flexural Behavior of Ultra High Performance Concrete Reinforced with Short Fibers and CFRP Rebars”, Proceedings of 2nd International Symposium on Ultra High Performance Concrete, Kassel, 2008, pp. 661-672.Google Search
10 
10.Chunxiang, Q. and Patnaikuni, I., “Properties of High-Strength Steel Fiber-Reinforced Concrete Beams in Bending”, Cement & Concrete Composites, Vol. 21, 1999, pp. 73-81.DOI
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11.Manfred, T. and Jens, G., “Bending Design of Steel-Strengthened UHPC”, Proceedings of 2nd International Symposium on Ultra High Performance Concrete, Kassel, 2008, pp. 523-532.Google Search
12 
12.Casanova, P. and Rossi, P., “Analysis of Metallic Fibre-Reinforced Concrete Beams Submitted to Bending”, Materials and Structures, Vol. 29, No. 190, 1999, pp. 354-361.Google Search
13 
13.Naaman, A.E. and Reinhardt, H.W., “Proposed classification of HPFRC composites based on their tensile response”, Materials and Structures, Vol. 39, 2006, pp. 547-555.DOI
14 
14.American Concrete Institute, “Design Considerations for Steel Fiber Reinforced Concrete”, ACI 544.4R-88, ACI Manual of Concrete Practice, Detroit, 1988.Google Search
15 
15.Kim, W.S., Kwak, Y.K., and Kim, J.B., “Prediction of Flexural Capacities of Steel-Fiber Reinforced Concrete Beams”, Journal of the Korea Concrete Institute, Vol. 18, No. 3, 2006, pp. 361-370.DOI
16 
16.Fedaral Highway Administration, Material Property Characterization of Ultra-High Performance Concrete, 2006, pp. 23-49.Google Search
17 
17.Kooiman, A.G., “Modelling the Post-Cracking Behavior of Steel Fibre Reinforced Concrete for Structural Design Purposes”, HERON, Vol. 45, No. 4, 2000, pp. 275-307.Google Search
18 
18.Kang, S.T., Kim, Y.Y., Lee, B.Y., and Kim, J.K., “Fiber Orientation Impacts on the Flexural Behavior of Steel Fiber Reinforced High Strength Concrete”, Journal of the Korea Concrete Institute, Vol. 20, No. 6, 2008, pp. 731-739.DOI