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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.2025.37.5.563
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References

1 
Aktan, H., and Attanayake, U. (2013) Improving Bridges with Prefabricated Precast Concrete Systems (Report No. RC-1602). Michigan Department of Transportation. Office of Research Administration.URL
2 
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
3 
Biswas, M. (1986) Precast Bridge Deck Design Systems. PCI Journal 31(2), 40-94.URL
4 
Choi, Y. C. (2012) Bond Properties of GFRP Rebar with Cover Thickness and Volume Fraction of Steel Fiber. Journal of the Korea Concrete Institute 24(6), 761-768. (In Korean)DOI
5 
Chung, C. H., Byun, T. K., Kim, I. G., Shin, D. H., and Lee, H. J. (2017) Evaluation on Structural Performance of Joint with Asymmetric Ribbed Connection Details used in Precast Bridge Deck. Journal of the Korea Concrete Institute 29(2), 159-167. (In Korean)DOI
6 
Chung, C. H., Kim, Y. J., Kim, S. W., and Park, C. L. (1998) Static Tests on Transverse Joints of Precast Prestressed Concrete Bridge Deck. Magazine of the Korea Concrete Institute 10(2), 109-117. (In Korean)URL
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., and Tanesi, J. (2007) Durability of an Ultrahigh- Performance Concrete. Journal of Materials in Civil Engineering 19(10), 848-854.DOI
9 
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
10 
Hwang, H. H., Yeo, I. S., Cho, K. H., and Park, S. Y. (2011) Evaluation of Flexural Strength for UHPC Deck Joints with Lap-Spliced Reinforced Steel Bar. Journal of the Korea Institute for Structural Maintenance and Inspection 15(6), 92-99. (In Korean)URL
11 
Issa, M. A., Yousif, A. A., and Issa, M. A. (1995) Construction Procedures for Rapid Replacement of Deteriorated Bridge Decks. Concrete International 17(2), 49-52.URL
12 
Jung, J. H., Kang, H., Ahn, J. M., and Shin, S. W. (2008) Bond Stress between Reinforcement and Ultra High-Strength Concrete with a Compressive Strength of 150MPa. Journal of the Architectural Institute of Korea Structure & Construction 24(12), 43-50. (In Korean)URL
13 
Kang, S. T., Park, J. J., Koh, G. T., and Kim, S. W. (2008) Evaluation on Flexural Capacity of Reinforced Concrete Beams with Ultra-High Performance Cementitious Composites. Journal of the Korea Institute for Structural Maintenance and Inspection 12(5), 81-90. (In Korean)URL
14 
KCI (2018) Structural Design Guideline for Fiber-Reinforced SUPER Concrete (KCI-M-18-005). Seoul, Korea; Korea Concrete Institute (KCI). (In Korean)URL
15 
Kim, I. G., Kim, Y. J., Kim, S. W., and Jang, S. K. (2007) Rapid and Mechanized Construction of Bridge Deck with Precast Concrete Deck System used Longitudinal Tendon. Magazine of the Korea Concrete Institute 19(3), 50-54. (In Korean)URL
16 
Kim, K. H., and Bae, B. Il. (2020) An Experimental Study on the Evaluation of Flexural Strength of Steel Fiber Reinforced Ultra-High Performance Concrete Members. Journal of the Architectural Institute of Korea 36(9), 157-165. (In Korean)DOI
17 
Lee, H. J., Chung, C. H., Shin, D. H., Park, S. J., and Kim, I. G. (2017) Evaluation on Structural Performance of Precast Bridge Deck Joint using HSFRC. Journal of the Korea Institute for Structural Maintenance and Inspection 21(6), 196-205. (In Korean)DOI
18 
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
19 
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
20 
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
21 
Oh, H. C., Chung, C. H., Kang, M. G., Park, S. J., and Shin, D. H. (2016) Evaluation on Flexural Performance of Precast Decks with Ribbed Joint by FEM. Journal of the Korea Institute for Structural Maintenance and Inspection 20(1), 85-94. (In Korean)DOI
22 
Shim, C. S., Choi, K. Y., and Chang, S. P. (2001) Design of Transverse Joints in Composite Bridges with Precast Decks. KSCE Journal of Civil Engineering 5(1), 17-27.DOI
23 
Shin, D. H., Park, S. J., Oh, H. C., Kim, I. G., and Kim, Y. J. (2015) Evaluation on Flexural Performance of Precast Bridge Decks with Ribbed Connection. Journal of the Korea Institute for Structural Maintenance and Inspection 19(3), 1-9. (In Korean)DOI
24 
Tawadrous, R., Morcous, G., and Maguire, M. (2019) Performance Evaluation of a New Precast Concrete Bridge Deck System. Journal of Bridge Engineering 24(6).DOI
25 
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
26 
Yoo, D. Y., and Shin, H. O. (2018) Bond Performance of Steel Rebar Embedded in 80-180MPa Ultra-High-Strength Concrete. Cement and Concrete Composites 93, 206-217.DOI