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NTIS 바로가기Journal of the Korean Recycled Construction Resources Institute = 한국건설순환자원학회 논문집, v.7 no.3, 2019년, pp.271 - 278
김지상 (서경대학교 토목공학과) , 강원혁 (서경대학교 도시기반방재안전공학과)
The corrosion of reinforcements embedded in concrete causes severe deterioration in reinforced concrete structures. As a countermeasure, epoxy coated reinforcements are used to prevent corrosion of reinforcements. When epoxy coated bars are used, the resistance of corrosion is excellent, but epoxy c...
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ACI 318. (2014). Building Code Requirements for Structural Concrete(ACI318-14).
ACI 408R-03 (2003). Bond and Development of Straight Reinforcing Bars in Tension, ACI Committee 408, 6-8.
ASTM A775/A775M. (2014). Standard Specification For Epoxy-Coated Steel Reinforcing Bars ASTM international.
CEP-FIP. (2000) Bond of Reinforcement in Concrete, fib, Bulletin 10, Switzerland.
CEB-FIP. (1991). "CEB-FIP model code 1990," Comite Euro Intemational Du Beton, Paris, 87-109.
Choi, O.C. (1990). Bond of epoxy-coated reinforcing bars-an update, Journal of the Architectural Institute of Korea, 10(2), 539-542.
Choi, O.C., Kim, C.H., Shin, Y.S., Hong, G.S. (1994). Performance tests of epoxy-coated reinforcing bars: mechanical properties, Journal of the Korea Concrete Institute, 6(3), 173-179.
Jang, H.G., Kim, S.H., Hong, C.W., Yun, K.K. (2003). Characteristics of bond strength with measuring methods of concrete, Journal of the Korean Concrete Institute, 597-600.
Jung, C.G., Jung, H.Y., Kim, J.S., Shim, S.P., Shim, J.A. (2018). An improvement of quality standard and construction quality control for field application of epoxy-coated reinforcing bars, Journal of the Korean Recycled Construction Resources Institute, 6(3), 190-198.
Jung, K.O. (2003). Study on The Calculation of Lap Splices Length in High-Strength Concrete Flexural Members, Chonnam University.
Kim, J.S., Lee, S.H., Choi, J.W. (2017). "An experiment on bond-slip behavior of epoxy coated rebar made by IGBT method," 2nd International Conference On Functional Materials and Steel, 241-245.
Korea Concrete Institute (2017). KCI Design Code for Concrete Structures.
KS D 3629 (1995). Fusion Bonded Epoxy Coated Reinforcing Steel Bars.
Lee, M.S., Seo, T.S., Roh, Y.S. (2011). Experimental study on bond properties of high strength RC flexural member at stabilized crack stage, Journal of the Architectural Institute of Korea Strucrture & Construction, 27(9), 37-44.
Lee, S.H. (2018). Quality Assessment and Bond Characteristics of Epoxy Coated Reinforcements, Seokyeong University.
Midas it. (2008). Midas FEA On-Line Manual, Advanced Nonlinear and Detail Analysis Program.
Ministry of Land, Infrastructure and Transport (MOLIT) (2016). Korean Highway Bridge Design Code(Limit State Design), MOLIT.
Oh, B.H., Um, J.Y., Kwon, J.H. (1992). An experimental study on corrosion resistance of epoxy coated reinforcements, Journal of the Korea Concrete Institute, 4(4), 161-170.
RILEM (1970). Technical Recommendations for the Testing and Use of Construction Materials: RC 6, Bond Test for Reinforcement Steel, 2, Pull-out Test.
Seo, T.S., Ha, S.S., Lee, M.S. (2009). Study on bond properties of RC flexural member at stabilized crack stage, Journal of the Architectural Institute of Korea Strucrture & Construction, 25(5), 113-120.
Yoo, K.S., Lee, S.H., Kim, J.S. (2018). "Bond strength of epoxy coated reinforcements for various compressive strength of concrete using direct pull-out test," 6th Annual International Conference on Architecture and Civil Engineering (ACE 2018), 180-184.
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