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Journal of the Korea Concrete Institute

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

References

1 
Chen, L., Graybeal, B. A. (2012), Modeling structural performance of second-generation ultrahigh-performance concrete pi-girders, Journal of Bridge Engineering, 17(4), 634-643.DOI
2 
Richard, P., Cheyrezy, M. H. (1994), Reactive powder concretes with high ductility and 200-800 MPa compressive strength, Special Publication, 144, 507-518.URL
3 
Choi, Jeong-Il, Koh, Kyung-Taek, Lee, Bang-Yeon (2015), Tensile Behavior of Ultra-High Performance Concrete According to Combination of Fibers, Journal of the Korea Institute for Structural Maintenance and Inspection, 19(4), 49-56.DOI
4 
Tepfers, R. (1979), Cracking of concrete cover along anchored deformed reinforcing bars, Magazine of Concrete Research, 31(106), 3-12.DOI
5 
Holschemacher, K., Weiße, D., Klotz, S. (2004), Bond of reinforcement in ultra high strength concrete, In Proceedings of the International Symposium on UHPC, Kassel, Germany, 375-387.Google Search
6 
Rilem, T. C. (1994), RC 6 Bond test for reinforcement steel. 2. Pull-out test, 1983, RILEM recommendations for the testing and use of constructions materials, 218-220.Google Search
7 
Saleem, M. A., Mirmiran, A., Xia, J., Mackie, K. (2013), Development length of high-strength steel rebar in ultrahigh performance concrete, Journal of Materials in Civil Engineering, 25(8), 991-998.DOI
8 
Bae, B. I., Choi, H. K., Choi, C. S. (2016), Bond stress between conventional reinforcement and steel fibre reinforced reactive powder concrete, Construction and Building Materials, 112, 825-835.DOI
9 
Lee, H. J., Chung, C. H., Shin, D. H., Park, S. J., 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.DOI
10 
Kim, S., Lee, J., Joh, C., Kwahk, I. (2016), Flexural Bond Behavior of Rebar in Ultra-High Performance Concrete Beams Considering Lap-Splice Length and Cover Depth, Engineering, 8(03), 116DOI
11 
KCI, (2017), KCI Model Code 2017. Seoul, Korea, Kimoondang Publishing Company. Korea Concrete Institute(KCI), 637(In Korean)Google Search
12 
Code, P. (2005), Eurocode 2: design of concrete structures-part 1–1: general rules and rules for buildings, British Standard Institution, London.Google Search
13 
Korea Concrete Institute, (2012), Design Guidelines for K-UHPC, KCI-M-12-003, Korea, 1-66.Google Search
14 
AFGC(Association Française de Génie Civil), 이름 (2013), Interim Recommendations, Ultra High Performance Fibre Reinforced Concretes, France, 358.Google Search