Abstract:The mechanical properties and durability of the bonding interface between ultra-high performance concrete (UHPC) and normal concrete (NC) were compared and analyzed, and the research results in three aspects of influential factors, mechanical properties and durability of UHPC-NC bonding interface were also reviewed. The effects of fiber-reinforced mechanism, restrained shrinkage mechanism and freeze-thaw damage mechanism on the mechanical properties of UHPC-NC interface were investigated, and the bonding interface mechanical testing and durability testing method and test results were classified and discussed. The research results of UHPC-NC interface failure mode and mechanical properties were described, and the outlook of reinforcing deteriorative NC bridges by UHPC was also forecasted. The results show that UHPC fiber and interface treatment have significant effects on the interface bonding performance. The mechanical properties and the durability of the UHPC-NC bonding interface are significantly better than those of the NC-NC interface, and the durability of UHPC-NC bonding interface is the most superior.
SHAO X D, QIU M H, YAN B F, et al. A review on the research and application of ultra-high performance concrete in bridge engineering around the world\[J\]. Materials Review, 2017, 31(12):33-43. (in Chinese)
[2]
BRHWILER E, DENARI E. Rehabilitation and strengthening of concrete structures using ultra-high performance fibre reinforced concrete\[J\]. Structural Engineering International, 2013,23(4):450-457.
[3]
WITTMANN F. Adherence of Young on Old Concrete\[M\]. Germany: Aedificatio Publishers Freiburg, 1994.
[4]
CHEN P W, FU X L, CHUNG D D L. Improving the bonding between old and new concrete by adding carbon fibers to the new concrete\[J\]. Cement & Concrete Research, 1995,25(3):491-496.
XIE H C, SHEN Y B. Improving the bond between old and new concrete with carbon fiber concrete\[J\]. China Civil Engineering Journal, 2003,36(10):15-18. (in Chinese)
[6]
SHUO F, XIAO H G,LI H. Effects of repair concrete on bond mechanical properties\[C\]∥Proceedings of the 2nd International Conference on UHPC Materials and Structures, 2018:576-585.
[7]
ZANOTTI C, BANTHIA N, PLIZZARI G. A study of some factors affecting bond in cementitious fiber reinforced repairs\[J\]. Cement & Concrete Research, 2014,63(9):117-126.
PENG G F, NIU X J, CHENG K. Research on fire resistance of ultra-high-performance concrete: a review\[J\]. Materials Review, 2017,31(12):17-23. (in Chinese)
ZHAO J, LI H J, GAO D Y. Mechanical performances of steel fiber and steel fiber reinforced concrete after corrosion\[J\]. Journal of Building Materials, 2015,18(3):409-414. (in Chinese)
[12]
沈捷. 活性粉末混凝土与普通混凝土的黏结性能研究\[D\]. 北京:北京交通大学, 2016.
[13]
HUSSEIN L, AMLEH L. Structural behavior of ultra-high performance fiber reinforced concrete-normal strength concrete or high strength concrete composite members\[J\]. Construction & Building Materials, 2015,93:1105-1116.
GUAN D Q, CHEN Z H, SHI Y Z. Effect of interface treatment on bonding properties of new and old concrete\[J\]. China Concrete and Cement Products, 1994(3):16-24,41. (in Chinese)
[15]
SAFRITT M. Bond interface strength between ultra high performance concrete and normal concrete\[R\].USA:Virginia Center for Transportation Innovation and Research, 2015.
[16]
TAYEH B A, ABU BAKAR B H, MEGAT JOHARIB M A,et al. Evaluation of bond strength between normal concrete substrate and ultra high performance fiber concrete as a repair\[J\]. Procedia Engineering, 2013,54:554-563.
[17]
LI Z Q, RANGARAJU P R. Investigation into flexural bond strength test method to evaluate influence of surface roughness on bond characteristics of UHPC with precast concrete\[C\]∥Proceedings of the First International Interactive Symposium on UHPC, 2016:1-10.
ZHANG Y, DANG Q, MU C. Experimental study on flexural behavior of top deck of box girder strengthened with ultra high performance concrete\[J\]. Journal of Hunan University (Natural Sciences),2017,44(3):8-18. (in Chinese)
[21]
KANG S H, HONG S G. Effect of surface preparation and curing condition on the interfacial bond strength between ultra high performance concrete and normal strength concrete\[J\]. Journal of the Korea Institute for Structural Maintenance and Inspection, 2015,19(3):149-160.
TAYEH B A, ABU BAKAR B H, MEGAT JOHARI M A, et al. Microstructural analysis of the adhesion mec-hanism between old concrete substrate and UHPFC\[J\]. Journal of Adhesion Science & Technology, 2014,28(18):1846-1864.
[24]
SARKAR J. Characterization of the bond strength between ultra high performance concrete bridge deck overlays and concrete substrates\[D\]. Houghton: Michigan Technological University, 2010.
[25]
CARBONELL MUOZ M A, HARRIS D K, AHLBORN T M, et al. Bond performance between ultra-high performance concrete and normal strength concrete\[J\]. Journal of Materials in Civil Engineering, 2014,26(8):839-844.
[26]
ALHALLAQ A F, TAYEH B A, SHIHADA S. Investigation of the bond strength between existing concrete substrate and UHPC as a repair material\[J\]. International Journal of Engineering and Advanced Technology, 2017,6(3):210-217.
[27]
OZYILDIRIM C. Evaluation of high performance concrete overlays placed on route 60 over lynnhaven inlet in virginia\[R\]. USA:Virginia Department of Transportation, 2000.
[28]
ALAEE F J, KARIHALOO B L. Retrofitting of reinforced concrete beams with CARDIFRC\[J\]. Journal of Composites for Construction, 2003,7(3):174-186.
[29]
TAYEH B A, ABU BAKAR B H, MEGAT JOHAR M A, et al. Flexural Strength behavior of composite UHPFC-existing concrete\[J\]. Advanced Materials Research, 2013,701:32-36.
[30]
HUSSEIN H H, WALSH K K, SARGAND S M, et al. Interfacial properties of ultrahigh-performance concrete and high-strength concrete bridge connections\[J\]. Journal of Materials in Civil Engineering, 2016,28(5):04015208-1-10.
ZHAO Z F, ZHAO G F,LIU J, et al. Experimen study on adhesive tensile performance of young on old concrete\[J\]. Journal of Building Structures, 2001,22(2):51-56. (in Chinese)
[32]
BEUSHAUSEN H. A parameter study on the age at cracking of bonded concrete overlays subjected to restrained shrinkage\[J\]. Materials and Structures, 2015,49(5):1905-1916.
LIU J, ZHAO G F. Study of shrinkage performance of young on old concrete\[J\]. Journal of Dalian University of Technology, 2001,41(3):339-342. (in Chinese)
CHEN F, ZHENG J L, YU B L. Finite element simulation of the shrinkage performance of adherence between self-compacting concrete and old concrete\[J\]. Journal of Huazhong University of Science and Technology (Urban Science Edition), 2008,25(4):219-222. (in Chinese)
[35]
AFGC, SETRA. Ultra high performance fibre-reinforced concretes\[S\]. France: AFGC & SETRA Working Group, 2013.
LI P X, ZHAO G F, ZHANG L S. An expermental study on the bond splitting behavior of the interface between new-old concretes under freeze-and-thaw cycles\[J\]. China Civil Engineering Journal, 2006,39(4):20-25. (in Chinese)
[37]
LEE M G, WANG Y C, CHIU C T. A preliminary study of reactive powder concrete as a new repair material\[J\]. Construction & Building Materials, 2007,21(1):182-189.
LI P X, ZHANG L S, ZHAO G F, et al. Experimental study on permeability of fresh-old concrete bonding interface\[J\].Journal of Hydraulic Engineering, 2005,36(5):602-607. (in Chinese)
GAO D Y, CHENG H Q, FENG H. Permeability of bonding interface between new steel fiber reinforced concrete and existing concrete\[J\]. Journal of Hydroelectric Engineering, 2009,28(1):152-158. (in Chinese)
[40]
TAYEH B A, ABU BAKAR B H, MEGAT JOHARI M A,et al. Mechanical and permeability properties of the interface between normal concrete substrate and ultra high performance fiber concrete overlay\[J\]. Construction and Building Materials, 2012,36:538-548.