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1 
AASHTO-LRFD (2012) Bridge Design Specification. USA, Washington, D. C.: American Association of State Highway and Transportation Officials.Google Search
2 
Abu-Tair, A. I., Rigden, S. R., and Burley, E. (1996) Testing the Bond between Repair Materials and Concrete Substrate. ACI Material Journal 93(6), 553-558.Google Search
3 
ACI Committee 318 (2014) Building Code Requirements for Structural Concrete (ACI 318M-14) and Commentary. USA, MI: American Concrete Institute.Google Search
4 
ACI Committee 546 (2004) Concrete Repair Guide. 546R-04. Farmington Hills: ACI Committee.Google Search
5 
Architectural Institute of Korea (2009) Korean Building Code and Commentary, KBC. Korea, Seoul: Architectural Institute of Korea.Google Search
6 
ASTM C882 / C882M-13a (2013) Standard Test Method for Bond Strength of Epoxy-Resin Systems used with Concrete by Slant Shear, West Conshohocken: ASTM.Google Search
7 
Bastien-Masse, M. and Brühwiler, E. (2016) Experimental Investigation on Punching Resistance of R-UHPFRC-RC Composite Slabs. Materials and Structures 49(5), 1573-1590.DOI
8 
Carbonell Muñoz, M. A., Harris, D. K., Ahlborn, T. M., and Froster, D. C. (2013) Bond Performance between Ultrahigh- Performance Concrete and Normal- Strength Concrete. Journal of Materials in Civil Engineering 26(8), 04014031.Google Search
9 
CSA (2004) Design of Concrete Structures. Canada, Ontario, Rexdale: Canadian Standard Association.Google Search
10 
Espeche, A. D. and León, J. (2011) Estimation of Bond Strength Envelopes for Old-to-New Concrete Interfaces based on a Cylinder Splitting Test. Construction and Building Materials 25(3), 1222-1235.DOI
11 
Fib bulletin 65 (2012) Model Code 2010. Switzerland, Lausanne: Fédération Internationale du déton (fib).Google Search
12 
Kang, S. H. and Hong, S. G. (2014) Performance of Fresh and Hardened Ultra High Performance Concrete without Heat Treatment. Journal of the Korean Concrete Institute 26(1), 23-34. (In Korean)DOI
13 
Korea Concrete Institute (2012a) Concrete Design Code and Commentary. Korea, Seoul: Kimoondang Publishing Company. (In Korean)Google Search
14 
Korea Concrete Institute (2012b) Design Recommendations for Ultra-High Performance Concrete K-UHPC Structure. Korea, Seoul: Korea Concrete Institute. (In Korean)Google Search
15 
Lim, W. Y. and Hong, S. G. (2015) Shear Strengthening of RC Beam with Ultra-High Performance Concrete. Magazine of the Korea Institute for Structural Maintenance and Inspection 19(4), 29-33. (In Korean)Google Search
16 
Lim, W. Y. and Hong, S. G. (2016a) Compressive Behavior of Hybrid Steel Fiber Reinforced Ultra-High Performance Concrete. Journal of the Korean Concrete Institute 28(2), 213-221. (In Korean)DOI
17 
Lim, W. Y. and Hong, S. G. (2016b) Slant Shear Test for Determining the Interfacial Shear Strength of Concrete Strengthened with Ultra-High Performance Fiber Reinforced Concrete. Journal of the Korean Concrete Institute 28(6), 637-646. (In Korean)DOI
18 
Momayez, A., Ehsani, M. R., Ramezanianpour, A. A., and Rajaie, H. (2005) Comparison of Methods for Evaluating Bond Strength between Concrete Substrate and Repair Materials. Cement and Concrete Research 35(4), 748-757.DOI
19 
Nielson, M. P. and Hoang, L. C. (1998) Limit Analysis and Concrete Plasticity. 2nd edition. CRC press. 711-764.Google Search
20 
Noshiravani, T. and Brühwiler, E. (2013) Experimental Investigation on Reinforced Ultra-High Performance Fiber- Reinforced Concrete Composite Beams Subjected to Combined Bending and Shear. ACI Structural Journal 110(2), 251-262.Google Search
21 
Santos, P. M. and Júlio, E. N. (2014) Interface Shear Transfer on Composite Concrete Members. ACI Structural Journal 111(1), 113-121.Google Search
22 
Tayeh, B. A., Abu Baker, B. H., Megat Johari, M. A., and Ratnam, M. M. (2013) The Relationship between Substrate Roughness Parameters and Bond Strength of Ultra High- Performance Fiber Concrete. Journal of Adhesion Science and Technology 27(16), 1790-1810.DOI
23 
Wall, J. S. and Shrive, N. G. (1988) Factors Affecting Bond between New and Old Concrete. ACI Material Journal 85(2), 117-125.Google Search