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Journal of the Korea Concrete Institute

J Korea Inst. Struct. Maint. Insp.
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  • Korea Citation Index (KCI)

References

1 
ACI(American Concrete Institute), 2009, ACI 544.4R-88:Design considerations for steel fiber reinforced concrete, American Concrete Institute, Farmington Hills, MI, USA, pp. 1-18Google Search
2 
ACI(American Concrete Institute), 2009, ACI 318-08: Building Code Requirements for Structural Concrete (ACI 318-08) and Commentary, American Concrete Institute, Farmington Hills, MI, USA, Vol. 165Google Search
3 
fib (International Federation for Structural Concrete), 2013, fib Model Code for Concrete Structures 2010, Ernst & Sohn, Lausanne, pp. 144-150Google Search
4 
P. Richard, M. Cheyrezy, 1995, Composition of reactive powder concretes, Cement and Concrete Research, Vol. 25, No. 7, pp. 1501-1511DOI
5 
AFGC(Association Française de Génie Civil), 2013, Interim Recommendations, Ultra High Performance Fibre Reinforced Concretes, France, Vol. 358Google Search
6 
B.A. Graybeal, 2008, Flexural behaviour of Ultra high performance concrete I-girder, Journal of Bridge Engineering, Vol. 13, No. 6, pp. 602-610DOI
7 
I.H. Yang, C. Joh, B.S. Kim, 2010, Structural behavior of ultra-high performance concrete beams subjected to bending, Engineering Structures, Vol. 32, pp. 3478-3487DOI
8 
D.Y. Yoo, Y.S. Yoon, 2015, Structural performance of ultra high performance concrete beams with different steel fibres, Engineering Structures, Vol. 102, pp. 409-423DOI
9 
B. A. Graybeal, 2006, Material property characterization of ultra-high performance concrete. Rep. No. FHWA-HRT-06-103, Federal Highway Administration, Washington D.C, Vol. 176Google Search
10 
Y. L. Voo, W. K. Poon, S. J. Foster, 2010, Shear strength of steel fiber-reinforced ultrahigh-performance concrete beams without stirrups, Journal of Structural Engineering, Vol. 136, No. 11, pp. 1393-1400DOI
11 
J. Xia, K. R. Mackie, M. A. Saleem, A. Mirmiran, 2011, Shear failure analysis on ultra-high performance concrete beams reinforced with high strength steel, Engineering Structures, Vol. 33, No. 12, pp. 3597-3609DOI
12 
F. Baby, P. Marchand, F. Toutlemonde, 2013, Shear behavior of ultrahigh performance fiber-reinforced concrete beams. I: Experimental investigation, Journal of Structural Engineering, Vol. 140, No. 5, pp. 04013111DOI
13 
Korea Concrete Institute, 2012, Design Guidelines for K-UHPC, KCI-M-12-003, Korea, pp. 1-66Google Search
14 
R. Park, T. Paulay, 1975, Reinforced Concrete Structures, John Wiley & Sons, Inc: New York, USA, pp. 276-301Google Search
15 
KS(Korean Standard) KS F 2405, 2010, Standard test method for compressive strength of concrete, Korean Standard Information CenterGoogle Search
16 
KS(Korean Standard) KS F 2423, 2011, Method of test for splitting tensile strength of concrete, Korean Standard Information CenterGoogle Search
17 
JCI (Japan Concrete Institute) JCI-S-001, 2003, Method of test for fracture energy of concrete by use of notched beam, Japan Concrete Institute, pp. 1-4Google Search
18 
KS(Korean Standard) KS B 0802, 2013, Method of tensile test for metallic materials, Korean Standard Information CenterGoogle Search
19 
A. K. Sharma, 1986, Shear strength of steel fiber reinforced concrete beams, ACI Journal, Proceeding, Vol. 83, No. 4, pp. 624-628Google Search