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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
2 
2.Yang, I. H. and Joh, C. B., “Moment-Curvature Analysis of Steel Fiber–Reinforced Ultra High Performance Concrete Beams with Tension Softening Behavior”, Journal of the Computational Structural Engineering Institute of Korea, Vol.24, No.3, 2011, pp. 237-248.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, No.11, November, 2010, pp. 3478-3487.DOI
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.Yang, I. H., Kim, K. C., and Joh, C. B., “Structural Behavior of Hybrid Steel Fiber-Reinforced Ultra High Performance Concrete Beams Subjected to Bending”, Journal of the Korea Concrete Institute, Vol.26, No.6, 2014, pp. 771-778.DOI
7 
7.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
8 
8.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
9 
9.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
10 
10.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
11 
11.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
12 
12.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
13 
13.American Concrete Institute, “Design Considerations for Steel Fiber Reinforced Concrete”, ACI 544.4R-88, ACI Manual of Concrete Practice, Detroit, 1988.Google Search
14 
14.Fedaral Highway Administration, Material Property Chara-cterization of Ultra-High Performance Concrete, 2006, pp. 23-49.Google Search
15 
15.Swamy, R. N. and Al-Ta'an, S. A., “Deformation and Ultimate Strength in Flexure of Reinforced Concrete Beams made with Steel fiber Concrete”, ACI Structural Journal, 1981, Vol.78, No.5, 1981, pp. 395-405.Google Search
16 
16.Alsayed, S. H., “Flexural Deflection of Reinforced Fibrous Concrete Beams”, ACI Structural Journal, Vol.90, No.1, 1993, pp. 72-76.Google Search
17 
17.Oh, B. H., “Flexural Analysis of Reinforced Concrete Beams Containing Steel fibers”, Journal of Structural Engineering, ASCE, Vol.118, No.10, 1992, pp. 2812-2863.DOI
18 
18.Ashour, S. A. and Waff, F. F., “Flexural Behavior of High- strength Fiber Reinforced Concrete Beams”, ACI Structural Journal, Vol.90, No.3, 1993, pp. 279-287.Google Search
19 
19.RILEM TC 162-TDF “Test and Design Methods for Steel Fibre Reinforced Concrete; Bending Test-Final Recommendation”, Materials and Structures, Vol.35, No.253, 2002, pp. 579-582.DOI
20 
20.Japan Concrete Institute (JCI) Method of test for fracture energy of concrete by use of notched beam, JCI-S-002-2003.Google Search
21 
21.Association Française du Génil Civil (AFGC) Bétons fibrés à ultra-hautes performances. Association Française du Génil Civil, 2013, France.Google Search
22 
22.Hillerborg, A., Modeer, M., and Petersson, P. E., “Analysis of Crack Formation and Crack Growth in Concrete by Means of Fracture Mechanics and Finite Elements”, Cement and Concrete Research, Vol.6, No.6, 1976, pp. 773-782.DOI
23 
23.Kitsutaka, Y. “Fracture Parameters by Polylinear Tension- softening Analysis”, Journal of Engineering Mechanics, ASCE, Vol.123, No.5. 1997, pp. 444-450.DOI
24 
24.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, Germany, 2008, pp. 639-646.Google Search