Mobile QR Code QR CODE

Journal of the Korea Concrete Institute

ISO Journal TitleJ Korea Concr Inst.
  • SCOPUS
  • KCI Accredited Journal

Journal Search

  1. Home
  2. All Issues
  3. 2013-10 (Vol.25 No.5)
  4. 10.4334/JKCI.2013.25.5.547
Export citation EndNote
XML PDF INFO REF
1 
1.Mandel, J., Wei, S., and Said, S., “Studies of the Properties of the Fiber-Matrix Interface in Steel Fiber Reinforced Mortar,” ACI Materials Journal, Vol. 84, 1987, pp. 101-109.Google Search
2 
2.Stang, H. and Shah, S. P., “Failure of Fiber-Reinforced Composites by Pull-out Fracture,” Journal of Materials Science, Vol. 21, 1986, pp. 953-957.DOI
3 
3.Li, V. C., Wu, C., Wang, S., Ogawa, A., and Saito, T., “Interface Tailoring for Strain-Hardening Polyvinyl Alcohol- Engineered Cementitious Composites (PVA-ECC),” ACI Materials Journal, Vol. 99, No. 5, 2002, pp. 463-472.Google Search
4 
4.Kim, D. J., “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, Vol. 22, No. 4, 2010, pp. 575-583. (doi: http://dx.doi.org/10.4334/JKCI.2010.22.4.575)DOI
5 
5.Lee, H. H. and Lee, H. J., “Characteristic Strength and Deformation of SFRC Considering Steel Fiber Factor and Volume Fraction,” Journal of the Korea Concrete Institute, Vol. 16, No. 6, 2004, pp. 759-766.DOI
6 
6.Kim, M. H., Kim, J. M., and Nam, S. I., “An Experimental Study on the Development and Application of Steel Fiber Reinforced Concrete,” Journal of the Korea Concrete Institute, Vol. 6, No. 1, 1994, pp. 142-151.Google Search
7 
7.Morton, J. and Groves, G. W., “The Cracking of Composites Consisting of Discontinuous Reinforced Concrete,” Journal of Material Science, Vol. 9, No. 9, 1974, pp. 1436-1445.DOI
8 
8.Ezeldin, A. S. and Balaguru, B. N., “Bond Behavior of Normal and High-Strength Fiber Reinforced Concrete,” ACI Materials Journal, Vol. 86, No. 5, 1989, pp. 515-524.Google Search
9 
9.Shannag, M. J., Brincker, R., and Hansen, W., “Interfacial (Fiber-Matrix) Properties of High-Strength Mortar (150MPa) from Fiber Pullout,” ACI Materials Journal, Vol. 93, No. 5, 1996, pp. 1-7.Google Search
10 
10.Shannag, M. J., Brincker, R., and Hansen, W., “Pullout Behavior of Steel Fibers from Cement-Based Composites,” Cement and Concrete Research, Vol. 27, No. 6, 1997, pp. 925-936.DOI
11 
11.Orange, G., Acker, P., and Vernet, C., “A New Generation of UHP Concrete: Ductal Damage Resistance and Micro-mechanical Analysis,” Proceedings of Third International Workshop on High Performance Fiber Reinforced Cement Composites (HPFRCC3), Mainz, Germany, 1999, pp. 101-111.Google Search
12 
12.Nammur, G. G. and Naaman, A. E., “A Bond Stress Model for Fiber Reinforced Concrete Based on Bond Stress Slip Relationship,” ACI Materials Journal Vol. 86, No. 1, 1989, pp. 45-57.Google Search
13 
13.Lin, Z., Kanda, T., and Li V. C., “On Interface Property Characterization and Performance of Fiber-Reinforced Cementitious Composites,” Concrete Science and Engineering, Vol. 1, 1999, pp. 173-174.Google Search
14 
14.Lee, Y., Kang, S. T., and Kim, J. K., “Pullout Behavior of Inclined Steel Fiber in an Ultra-High Strength Cementitious Matrix,” Construction and Building Materials, Vol. 24, No. 10, 2010, pp. 2030-2041. (doi: http://dx.doi.org/10.1016/ j.conbuildmat.2010.03.009)DOI
15 
15.Gray, R. J., “Experimental Techniques for Measuring Fibre/Matrix Interfacial Bond Shear Strength,” Testing, Evaluation and Quality Control of Composites, Butterworth Scientific Ltd. UK, 1983, pp. 3-11.Google Search
16 
16.Armelin, H. S. and Banthia, N., “Predicting the Flexural Postcracking Performance of Steel Fiber Reinforced Concrete from the Pullout of Single Fibers,” ACI Materials Journal, Vol. 94, No. 1, 1997, pp. 18-31.Google Search
17 
17.Chan, Y. W. and Chu, S. H., “Effect of Silica Fume on Steel Fiber Bond Characteristics in Reactive Powder Concrete,” Cement and Concrete Research, Vol. 34, 2004, pp. 1167-1172. (doi: http://dx.doi.org/doi: 10.1016/j.cemconres. 2003.12.023)DOI
18 
18.Park, J. J., Koh, K. T., Kang, S. T., and Kim, S. W., “Influence of Constitute Factor on the Compressive Strength of Ultra-High Strength Steel Fiber Reinforced Cementitious Composites,” Journal of the Korea Concrete Institute, Vol. 17, No. 1, 2005, pp. 35-41.DOI
19 
19.Richard, P. and Cheyrezy, M. H., “Reactive Powder Concrete with High Ductility and 200-800MPa Compressive Strength,” Concrete Technology: Past, Present, and Future, SP-144, American Concrete Institute, Farmington Hills, 1994, pp. 507-518.Google Search
20 
20.Leung, C. K. Y. and Shapiro, N., “Optimal Steel Fiber Strength for Reinforcement of Cementitious Materials,” Journal of Materials in Civil Engineering, Vol. 11, No. 2, 1999, pp. 116-123. (doi: http://dx.doi.org/10,1016/(ASCE) 0899-1561(1999)11:2(116))DOI
21 
21.Fantilli, A. P., Mihashi, H., and Vallini, P., “Effect of Bond-Slip on the Crack Bridging Capacity of Steel Fibers in Cement-Based Composites,” Journal of Materials in Civil Engineering, Vol. 20, No. 9, 2008, pp. 588-598. (doi: http://dx.doi.org/10,1016/(ASCE)0899-1561(2008)20:9 (588))DOI