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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. 2017-12 (Vol.29 No.6)
  4. 10.4334/JKCI.2017.29.6.581
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1 
Bonneau, O., Lachemi, M., Dallaire, E., Dugat, J., and Aitcin, P. C. (1997) Mechanical Properties and Durability of Two Industrial Reactive Powder Concrete. ACI Materials Journal 94, 286-290.Google Search
2 
Choi, M. S., Kang, S. T., Lee, B. Y., Koh, K. T., and Ryu, G. S. (2016) Improvement in Predicting the Post-Cracking Tensile Behavior of Ultra-High Performance Cementitious Composites Based on Fiber Orientation Distribution. Materials 2016(9), 829.DOI
3 
Cox, H. L. (1952) The Elasticity and Strength of Paper and Other Fibrous Materials. British Journal of Applied Physics 3(3), 72-79.DOI
4 
Ferrara, L., Ozyurt, N., and di Prisco, M. (2011) High Mechanical Performance of Fibre Reinforced Cementitious Composites: The Role of “Casting-Flow Induced” Fiber Orientation. Materials and Structures 44, 109-128.DOI
5 
Graybeal, B. and Davis, M. (2008) Cylinder or Cube: Stregnth Testing of 80 to 200 MPa (116 to 29 ksi) Ultra-High- Performance-Fiber-Reinforced Concrete. ACI Materials Journal 105, 603-609.Google Search
6 
Jungwirth, J. and Muttoni, A. (2004) Structural Behavior of Tension Members in Ultra High Performance Concrete. In Proceedings of the International Symposium on Ultra High Performance Concrete, Kassel, Germany, 13-15 September 2004. 535-546.Google Search
7 
Kang, S. T. and Kim, J. K. (2011) The Relation between Fiber Orientation and Tensile Behavior in an Ultra High Performance Fiber Reinforced Cementitious Composites (UHPFRC). Cement and Concrete Research 41, 1001-1014.DOI
8 
Kang, S. T. and Kim, J. K. (2012) Investigation on the Flexural Behavior of UHPCC considering the Effect of Fiber Orientation Distribution. Construction and Building Materials 28, 57-65.DOI
9 
Kang, S. T., Lee, B. Y., Kim, J. K. and Kim, Y. Y. (2011) The Effect of Fibre Distribution Characteristics on the Flexural Strength of Steel Fibre-Reinforced Ultra High Strength Concrete. Construction and Building Materials 25, 2450-2457.DOI
10 
Kang, S. T., Ryu, G. S., Koh, K. T., and Kim, S. Y. (2014) Comparison of Flexural Tensile Behaviors with Different Filling Directions in Producing UHPCC Flexural Member. Journal of the Korean Society of Civil Engineers 34(2) 447-455. (In Korean)DOI
11 
Kim, D. J. (2010) Influence of Number of Twist on Tensile Behavior of High Performance Fiber Reinforced Cementitious Composites with Twisted Steel Fibers. Journal of the Korea Concrete Institute 22(4), 575-583. (In Korean)DOI
12 
Kim, M. H., Kim, J. M., and Nam, S. I. (1994) An Experimental Study on the Development and Application of Steel Fiber Reinforced Concrete. Journal of the Korea Concrete Institute 6(1), 142-151.Google Search
13 
Korea Concrete Institute (2012) The Structural Design Guideline of Ultra-High Performance K-UHPC. Seoul: Korea Concrete Institute.Google Search
14 
Korea Concrete Institute (2016) The Structural Design Guideline of the Fiber Reinforced SUPER Concrete. Seoul: Korea Concrete Institute.Google Search
15 
Kwon, S. H., Kang, S. T., Lee, B. Y., and Kim, J. K. (2012) The Variation of Flow-Dependent Tensile Behavior in Radial Flow Dominant Placing of Ultra High Performance Fiber Reinforced Cementitious Composites (UHPFRCC). Construction and Building Materials 33, 109-121.DOI
16 
Lee, H. H. and Lee, H. J. (2004) Characteristic Strength and Deformation of SFRC Considering Steel Fiber Factor and Volume Fraction. Journal of the Korea Concrete Institute 16(6), 759-766. (In Korean)DOI
17 
Lee, Y., Kang, S. T., and Kim, J. K. (2010) Pullout Behavior of Inclined Steel Fiber in an Ultra-High Strength Cementitious Matrix. Construction and Building Materials 24(10), 2030-2041.DOI
18 
Li, V. C., Wang, Y., and Backer, S. (1991) A Micromechanical Model of Tension-Softening and Bridging Toughness of Short Random Fiber Reinforced Brittle Matrix Composites. Journal of the Mechanics and Physics of Solids 39, 607-625.DOI
19 
Li, V. C., Wu, C., Wang, S., Ogawa, A., and Saito, T. (2002) Interface Tailoring for Strain-Hardening Polyvinyl Alcohol- Engineered Cementitious Composites (PVA-ECC). ACI Materials Journal 99(5), 463-472.Google Search
20 
Mandel, J., Wei, S., and Said, S. (1987) Studies of the Properties of the Fiber-Matrix Interface in Steel Fiber Reinforced Mortar. ACI Materials Journal 84, 101-109.Google Search
21 
Park, J. J., Koh, K. T., Kang, S. T., and Kim, S. W. (2005) Influence of Constitute Factor on the Compressive Strength of Ultra-High Strength Steel Fiber Reinforced Cementitious Composites. Journal of the Korea Concrete Institute 17(1), 35-41. (In Korean)DOI
22 
Richard, P. and Cheyrezy, M. (1995) Composition of Reactive Powder Concrete. Cement and Concrete Research 25, 1501-1511.DOI
23 
Stang, H. and Shah, S. P. (1986) Failure of Fiber-Reinforced Composites by Pull-out Fracture. Journal of Materials Science, 21, 953-957.DOI
24 
Xia, M., Hamada, H., and Maekawa, Z. (1995) Flexural Stiffness of Injection Molded Glass Fiber Reinforced Thermoplastics. International Polymer Processing 10(1), 74-81.DOI
25 
Yoo, D. Y., Kang, S. T., Banthia, N., and Yoon, Y. S. (2017) Nonlinear Finite Element Analysis of Ultra-High-Performance Fiber-Reinforced Concrete Beams. International Journal of Damage Mechanics 26(5), 735-757.DOI