1 |
ACI 318. (2014). Building Code Requirements for Structural Concrete(ACI318-14).
|
2 |
ACI 408R-03 (2003). Bond and Development of Straight Reinforcing Bars in Tension, ACI Committee 408, 6-8.
|
3 |
ASTM A775/A775M. (2014). Standard Specification For Epoxy-Coated Steel Reinforcing Bars ASTM international.
|
4 |
CEP-FIP. (2000) Bond of Reinforcement in Concrete, fib, Bulletin 10, Switzerland.
|
5 |
CEB-FIP. (1991). "CEB-FIP model code 1990," Comite Euro Intemational Du Beton, Paris, 87-109.
|
6 |
Choi, O.C. (1990). Bond of epoxy-coated reinforcing bars-an update, Journal of the Architectural Institute of Korea, 10(2), 539-542.
|
7 |
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.
|
8 |
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.
|
9 |
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.
DOI
|
10 |
Jung, K.O. (2003). Study on The Calculation of Lap Splices Length in High-Strength Concrete Flexural Members, Chonnam University.
|
11 |
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.
|
12 |
Korea Concrete Institute (2017). KCI Design Code for Concrete Structures.
|
13 |
KS D 3629 (1995). Fusion Bonded Epoxy Coated Reinforcing Steel Bars.
|
14 |
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.
|
15 |
Lee, S.H. (2018). Quality Assessment and Bond Characteristics of Epoxy Coated Reinforcements, Seokyeong University.
|
16 |
RILEM (1970). Technical Recommendations for the Testing and Use of Construction Materials: RC 6, Bond Test for Reinforcement Steel, 2, Pull-out Test.
|
17 |
Midas it. (2008). Midas FEA On-Line Manual, Advanced Nonlinear and Detail Analysis Program.
|
18 |
Ministry of Land, Infrastructure and Transport (MOLIT) (2016). Korean Highway Bridge Design Code(Limit State Design), MOLIT.
|
19 |
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.
|
20 |
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.
|
21 |
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.
|