JKCI
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the Korea Concrete Institute
KCI
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ISSN : 1229-5515 (Print)
ISSN : 2234-2842 (Online)
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Journal of the Korea Concrete Institute
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J Korea Concr Inst.
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2022-12
(Vol.34 No.6)
10.4334/JKCI.2022.34.6.597
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REF
References
1
Ahn, D., Lee, D., Lee, D., Sin, C., and U, I. (2021) STG800 Steel Tube Reinforcing Mesh for Retaining Wall. Gotechnical Engineering 37(1), 13-20. (In Korean)
2
ASTM D7205/7205M (2006) Standard Test Method for Tensile Properties of Fiber Reinforced Polymer Matrix Composite Bars. West Conshohocken, PA; ASTM International.
3
ASTM D7913 (2014) Standard Test Method for Bond Strength of Fiber-Reinforced Polymer Matrix Composite Bars to Concrete by Pullout Testing. West Conshohocken, PA; ASTM International.
4
CEN (2000) Determination of the Bond Behavior between Reinforcing Steel and Autoclaved Aerated Concrete by the Beam Test (BS EN 12269-1: 2000). London, UK; European Committee for Standardization (CEN), British Standards Institute (BSI).
5
Choi, Y. W., Jung, J. G., Kim, K. H., and An, T. H. (2009) The Bond Characteristics of Deformed Bars in High Flowing Self- Compacting Concrete. Journal of the Korean Society of Civil Engineers 59(5A) 511-518. (In Korean)
6
Hadi, M. N. S. (2008) Bond of High Strength Concrete with High Strength Reinforcing Steel. The Open Civil Engineering Journal 2(1), 143-147.
7
Hong, G., Kim, J., and Choi, O. (2011) Bond Strength Evaluation of RC Beams on the Rib Shape of Reinforcing Bars. Journal of the Korea Concrete Institute 23(3), 393-400. (In Korean)
8
Ju, M., and Oh, H. (2015) Experimental Assessment on the Flexural Bonding Performance of Concrete Beam with GFRP Reinforcing Bar under Repeated Loading. International Journal of Polymer Science 2015, 367528.
9
KATS (2018) Soil Reinforcement Steel Pipe (KS D 3872). Seoul, Korea: Korea Agency for Technology and Standards (KATS), Korea Standard Association (KSA). (In Korean).
10
Lee, G., Kim, W., and Lee, H. (2009) Tension Lap Splice in High- Strength Concrete Flexural Members. Journal of the Korea Concrete Institute 21(6), 753-761. (In Korean)
11
Metelli, G., and Plizzari, G. A. (2014) Influence of the Relative Rib Area on Bond Behaviour. Magazine of Concrete Research 66(6), 277-294.
12
MOLIT (2022) Development and Splices of Reinforcement (KDS 14 20 52). Sejong, Korea: Ministry of Land, Infrastructure and Transport (MOLIT). 7 (In Korean).
13
Moon, D. (2004) Bond Behavior of Newly Developed Deformed GFRP Bars. Ph.D. Thesis, Hanyang University, Seoul, Korea.