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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. 2016-04 (Vol.28 No.2)
  4. 10.4334/JKCI.2016.28.2.223
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1 
1.Kang, S. T., “Comparison of Flexural Tensile Strength according to the Presence of Notch and Fiber Content in Ultra High Performance Cementitious Composites”, Journal of the Korea Concrete Institute, Vol.24, No.5, 2012, pp.525-533.DOI
2 
2.Kang, S. T., and Ryu G. S., “The Effect of Steel-Fiber Contents on the Compressive Stress-Strain Relation of Ultra High Performance Cementitious Composites (UHPCC)”, Journal of the Korea Concrete Institute, Vol.23, No.1, 2011, pp.67-75.DOI
3 
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4.Korea Concrete Institute, Design Recommendations for Ultra-High Performance Concrete K-UHPC, KCI-M-12-003, Korea, 2012, p.66.Google Search
5 
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11.Oh, Y. H., “Evaluation of Flexural Strength for Normal and High Strength Concrete with Hooked Steel Fibers”, Journal of the Korea Concrete Institute, Vol.20, No.4, 2008, pp.531-539.DOI
12 
12.Park, S. H., Kim D. J., Ryu, G. S., and Koh, K. T., “Tensile Behavior of Ultra High Performance Hybrid Fiber Reinforced Concrete”, Cement & Concrete Composites 34, 2012, pp.172-184.DOI
13 
13.Olivito, R. S., and Zuccarello, F. A., “An Experimental Study on the Tensile Strength of Steel Fiber Reinforced Concrete”, Composites: Part B, 41, 2010, pp.246-255.DOI
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14.Hassan, A. M. T., Jones, S. W., and Mahmud, G. H., “Experimental Test Methods to Determine the Uniaxial Tensile and Compressive Behaviour of Ultra High Performance Fibre Reinforced Concrete (UHPFRC)”, Construction and Building Materials, 37, 2012, pp.874-882.DOI
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