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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. 2025-10 (Vol.37 No.5)
  4. 10.4334/JKCI.2025.37.5.573
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References

1 
ACI Committee 318 (2008) Building Code Requirements for Structural Concrete (ACI 318-08) and Commentary. Farmington Hills, MI: American Concrete Institute (ACI), 465.URL
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ACI Committee 318 (2019) Building Code Requirements for Structural Concrete (ACI 318-19) and Commentary (ACI 318R-19). Farmington Hills, MI: American Concrete Institute (ACI), 623.URL
3 
Bae, B. I., and Choi, H. K. (2022) Experimental Study on the Flexural Behavior of Lap-Spliced Ultra-High-Performance Fiber-Reinforced Concrete Beams. Polymers 14(11), 2138.DOI
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Bae, B. I., Son, D. H., Choi, H. G., Jeong, H. S., and Choi, C. S. (2021) An Experimental Study on the Flexural Strength of Spliced Ultra-High-Strength Concrete Beams Reinforced with Steel Fibers. Journal of the Korea Institute for Structural Maintenance and Inspection 25(6), 76-83. (In Korean)DOI
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CEN (2004) Eurocode 2: Design of Concrete Structures - Part 1-1: General Rules and Rules for Buildings (EN 1992-1-1: 2004). London, UK; European Committee for Standardization (CEN), British Standards Institute (BSI).URL
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7 
Go, W. Y., Lee, H. J., Kim, Y. J., and Choi, M. S. (2024) Precast Deck Joints using a New Straight Lap Splice Continuous Method. Advances in Concrete Construction 17(1), 1-12.DOI
8 
Graybeal, B. A. (2010) Behavior of Ultra-High Performance Concrete Connections between Precast Bridge Deck Elements. In Proceedings of the 2010 Concrete Bridge Conference: Achieving Safe, Smart & Sustainable Bridges, Phoenix, AZ, USA (24).URL
9 
Graybeal, B., and Tanesi, J. (2007) Durability of an Ultrahigh- Performance Concrete. Journal of Materials in Civil Engineering 19(10), 848-854.DOI
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Hwang, H. H., and Park, S. Y. (2013) The Minimum Lap-spliced Length of the Reinforcement in the Steam Curing UHPC Bridge Deck Slab Joint. Composites Research 26(2), 135-140. (In Korean)DOI
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Kang, H. B., Lim, D. G., Kim, Y. J., and Choi, M. S. (2025) Performance Evaluation of Precast Deck Joints using Ultra High-Performance Concrete Part 1: Focus on Bond Characteristics Analysis. Journal of the Korea Concrete Institute 37(5), 563-571. (In Korean)DOI
12 
KCI (2018) Structural Design Guideline for Fiber-Reinforced SUPER Concrete (KCI-M-18-005). Seoul, Korea; Korea Concrete Institute (KCI). (In Korean)URL
13 
Lee, G. Y., Kim, W., and Lee, H. M. (2009) Tension Lap Splice Length in High-Strength Concrete Flexural Members. Journal of the Korea Concrete Institute 21(6), 753-761. (In Korean)DOI
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Liang, R., and Huang, Y. (2023) Development Length and Bond Behavior of Lap-Spliced Reinforcement in Ultra-High Performance Concrete Beams. Engineering Structures 291, 116354.DOI
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Lim, D. K., and Choi, M. S. (2021) Shrinkage and Crack Characteristics of Filling Materials under Restrain Stress in Prefabricated Structure Connection. Construction and Building Materials 309, 125188.DOI
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MOLIT (2021) Korean Concrete Bridge Design Code (Limit State Design) (KDS 24 14 21:2021). Sejong, Korea: Ministry of Land, Infrastructure and Transport (MOLIT). (In Korean)URL
17 
Orangun, C. O. (1977) A Reevaluation of Test Data on Development Length and Splices. Journal Proceedings 74(3), 114-122.DOI
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Tepfers, R. (1979) Cracking of Concrete Cover Along Anchored Deformed Reinforcing Bars. Magazind of Concrete Research 31(106), 3-12.DOI
19 
Yang, I. H., Joh, C. B., Kang, S. T., and Kim, B. S. (2009) An Experimental Study on Flexural Behavior of Steel Fiber Reinforced Ultra High Performance Concrete. Journal of the Korea Concrete Institute 21(6), 737-744. (In Korean)DOI