참고문헌 (19)

1. Lee, H.S., Jang, H.O., & Cho, K.H. (2016). Evaluation of bonding shear performance of ultra-high-performance concrete with increase in delay in formation of cold joints, Materials, 9, 1-15. 

2. Sherir, M.A.A., Hossain, K., & Lachemi, M. (2015). Structural performance of polymer fiber reinforced engineered cementitious composites subjected to static and fatigue flexural loading, Polymers, 7, 1299-1330. 

   상세보기

3. Wu, Z., Shi, C., He, W., & Wu, L. (2016). Effects of steel fiber content and shape on mechanical properties of ultra high performance concrete, Construction and Building Materials, 103, 8-14. 

   상세보기

4. Magureanu, C., Sosa, I., Negrutiu, C., & Heghes, B. (2012). Mechanical properties and durability of ultra-high-performance concrete, ACI Materials Journal, 109, 177-183. 

   상세보기

5. Bragov, A.M., Petrov, Y.V., Karihaloo, B.L., Konstantinov, A.Y., Lamzin, D.A., Lomunov, A.K., & Smirnov, I.V. (2013). Dynamic strengths and toughness of an ultra-high performance fiber-reinforced concrete, Engineering Fracture Mechanics, 110, 477-488. 

   상세보기

6. Issa, C.A., Gerges, N.N., & Fawaz, S. (2014). The effect of concrete vertical construction joints on the modulus of rupture, Case Studies in Construction Materials, 1, 25-32. 

   상세보기

7. Pfeiffer, M.J. & Darwin, D. (1987). Joint design for reinforced concrete buildings, University of Kansas Center for Research, Kansas, USA. 

8. Architectural Institute of Korea. (2013). Standard specifica tion for building construction, Kimundang. 

9. ACI 224.3R-95. (2001). Joints in concrete construction, ACI Committee 224, American Concrete Institute. 

10. Korean Standard Association. (2016). Portland cement, KS L 5201, 1-15. (in Korean). 

11. Korean Standard Association. (2015). Standard test method for slump flow of fresh concrete, KS F 2594, 1-3. (in Korean). 

12. Korean Standard Association. (2014). Standard test method for making and curing concrete specimens, KS F 2403, 1-8. (in Korean). 

13. Korean Standard Association. (2010). Standard test method for compressive strength of concrete, KS F 2405, 1-6. (in Korean). 

14. Oviedo, J.E., Gergor, J.N., Cuenca, E., & Serna, P. (2013). Upgrading the push-off test to study the mechanisms of shear transfer in FRC elements, VIII International Conference on Fracture Mechanics of Concrete and Concrete Structures, FraMCoS-8, 1-10. 

15. Walraven, J., & Stroband, J. (1994). Shear friction in high-strength concrete, American Concrete Institute, 149, 311-330. 

16. Kim, Y.H., Hueste, M.B.D., Trejo, D., & Cline, D.B.H. (2010). Shear characteristics and design for high-strength self-consolidating concrete, Journal of Structural Engineering, 136, 989-1000. 

    상세보기

17. Bissonnette, B., Vaysburd, A.M., & Von, F. (2012). Best practices for preparing concrete surfaces prior to repairs and overlays, Transportation Research Board of the National Academies, Washington DC, USA. 

18. Reda, M.M., Shrive, N.G., & Gillott, J.E. (1999). Microstructural investigation of innovative UHPC, Cement and Concrete Research, 29, 323-329. 

    상세보기

19. Tayeh, B.A., Bakar, B.H.A., & Johari, M.A.M. (2012). Characterization of the interfacial bond between old concrete substrate and ultra high performance fiber concrete repair composite, Materials and Structures, 46(5), 743-753. 

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