JKCI
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the Korea Concrete Institute
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ISSN : 1229-5515 (Print)
ISSN : 2234-2842 (Online)
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Journal of the Korea Concrete Institute
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J Korea Concr Inst.
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2014-12
(Vol.26 No.6)
10.4334/JKCI.2014.26.6.771
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REF
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.
2
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.
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.
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.
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.
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.
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.
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.
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.
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.
11
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.
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.
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.
14
14.American Concrete Institute, “Design Considerations for Steel Fiber Reinforced Concrete”, ACI 544.4R-88, ACI Manual of Concrete Practice, Detroit, 1988.
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.
16
16.Fedaral Highway Administration, Material Property Characterization of Ultra-High Performance Concrete, 2006, pp. 23-49.
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.
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.