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Journal of the Korea Concrete Institute

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

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  3. 2019-11 (Vol.23 No.6)
  4. 10.11112/jksmi.2019.23.6.61
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1. 
Banthia, N., Soleimani, S. M. (2005), Flexural response of hybrid fiber-reinforced cementitious composites. ACI Materials Journal, 102(6), 382-389.DOI
2. 
Kim, K.-C., Yang, I.-H., Joh, C.-B. (2016), Material Properties and Structural Characteristics on Flexure of Steel Fiber-Reinforced Ultra-High-Performance Concrete. Journal of the Korea Concrete Institute, 28(2), 177-185. (in Korean).DOI
3. 
Kim, K.-C., Yang, I.-H., Joh, C. (2018), Effects of Single and Hybrid Steel Fiber Lengths and Fiber Contents on the Mechanical Properties of High-Strength Fiber-Reinforced Concrete. Advances in Civil Engineering, 2018(2), 1-14.DOI
4. 
Korea Concrete Institute (2012), Design Recommendations for Ultra-High Performance Concrete K-UHPC, KCI-M-12-003, 5-11. (in Korean).Google Search
5. 
Lim, W.-Y., Hong, S.-G. (2016), Compressive Behavior of Hybrid Steel Fiber Reinforced Ultra-High Performance Concrete. Journal of the Korea Concrete Institute, 28(2), 213-221.(in Korean).DOI
6. 
MarkovicI., (2006), High-Performance hybrid-fibre concretedevelopment and utilization,Ph.D. thesis, Technische Universität Delft, 62-102.Google Search
7. 
Yang, I.-H., Kim, K.-C., Joh, C.-B. (2015), Flexural Strength of Hybrid Steel Fiber-Reinforced Ultra-High Strength Concrete Beams. Journal of the Korea Concrete Institute, 27(3), 283-290. (in Korean).DOI