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Articles

Anchorage performance of straight rebars in UHPC with strain-hardening property

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References

  • Zhang YS, Zhang WH, Chen ZY. A complete review of ultra-high performance concrete:design and preparation, microstructure, mechanics and durability, engineering applications. Mater Rev. 2017;31(23):1–16.
  • Zhu YP, Zhang Y, Husam HH, et al. Flexural strengthening of reinforced concrete beams or slabs using ultra-high performance concrete (UHPC): a state of the art review. Eng Struct. 2020;205:110035–110019.
  • Qi JN. Experimental and theoretical study on design method of UHPC beams based on multiscale analysis of interfacial bond behavior [dissertation]. Nanjing (CHN): Southeast University; 2018.
  • Mishra O, Singh SP. An overview of microstructural and material properties of ultra-high-performance concrete. J Sustain Cem Mater. 2019;8(2):97–143.
  • Aarup B, Karlsen J, Lindstrom G. Fiber reinforced high performance concrete for in-situ cast jointsPCI/FHWA/FIB International Symposium on High Performance Concrete; 2000 Sep 25–27; Orlando Florida, US. 2000.
  • Gao XL, Wang JY. Experimental and numerical study on the tensile behaviours of wet joints in steel-UHPC composite decks using a novel tensile test setup. Mater Struct. 2021;54(2):1–16.
  • Yuan J, Graybeal BA. Bond behavior of reinforcing steel in ultra-high performance concrete. McLean, VA: Office of Infrastructure Research and Development (US); 2014.
  • Zhou Z, Qiao P. Bond behavior of epoxy-coated rebar in ultra-high performance concrete. Constr Build Mater. 2018;182:406–417.
  • Cao SH. Research on the mechanical property of ultra-high performance concrete used in bridge deck connection [dissertation]. Shanghai (CHN): Tongji University; 2018.
  • Shi XF, Gao Y, Cao SH. Experimental study on mechanical behavior of UHPC joint of precast bridge deck. J S Chin Univ Technol. 2020;48(12):82–90 + 124.
  • Jungwirth J, Muttoni A. Structural behavior of tension members in ultra high performance concrete. In International Symposium on Ultra High Performance Concrete; 2004 Jan; Kassell, Germany. 2004.
  • Reineck KH, Greiner S. Tests on ultra-high performance fibre reinforced concrete designing hot-water tanks and UHPFRC-shells. In International Symposium on Ultra High-Performance Concrete; 2004 Sep 13–15; Kassell, Germany. 2004.
  • Yoo DY, Shin HO, Yang JM, et al. Material and bond properties of ultra high performance fiber reinforced concrete with micro steel fibers. Composite B. 2014;58:122–133.
  • Marchand P, Baby F, Khadour A, et al. Bond behaviour of reinforcing bars in UHPFRC. Mater Struct. 2016;49(5):1979–1995.
  • Sturm AB, Visintin P. Local bond slip behavior of steel reinforcing bars embedded in ultra high performance fibre reinforced concrete. Struct Concr. 2019;20(1):108–122.
  • Zhang JS, Zhao YH. The mechanical properties and microstructure of ultra-high-performance concrete containing various supplementary cementitious materials. J Sustain Cem Mater. 2017;6(4):254–266.
  • Zhao W, Zhu B. Theoretical model for the bond-slip relationship between ribbed steel bars and confined concrete. Struct Concrete. 2018;19(2):548–558.
  • Tepfers R. Cracking of concrete cover along anchored deformed reinforcing bars. Mag Concr Res. 1979;31(106):3–12.
  • Gambarova PG, Rosati GP. Bond and splitting in bar pull-out: behavioural laws and concrete cover role. Mag Concr Res. 1997;49(179):99–110.
  • Van Der VC. Theoretical and experimental determination of the crack width in reinforced concrete at very low temperatures. Heron. 1990;35(2):1–104.
  • Huang L, Xu L, Chi Y, et al. Bond strength of deformed bar embedded in steel-polypropylene hybrid fiber reinforced concrete. Constr Build Mater. 2019;218:176–192.
  • Borosnyói A, Balázs GL. Models for flexural cracking in concrete: the state of the art. Struct Concr. 2005;6(2):53–62.
  • European Committee for Standardization (CEN). Design of concrete structures-Part 1-1: General rules and rules for buildings. Brussels: CEN; 2004. Standard No. EN 1992-1-1:2004 (E).
  • Debernardi PG, Taliano M. An improvement to Eurocode 2 and fib model code 2010 methods for calculating crack width in RC structures. Struct Concr. 2016;17(3):365–376.
  • Huang L, Chi Y, Xu L, et al. Local bond performance of rebar embedded in steel-polypropylene hybrid fiber reinforced concrete under monotonic and cyclic loading. Constr Build Mater. 2016;103:77–92.
  • Tóth M, Bokor B, Sharma A. Anchorage in steel fiber reinforced concrete–concept, experimental evidence and design recommendations for concrete cone and concrete edge breakout failure modes. Eng Struct. 2019;181:60–75.
  • Bian C, Wang JY. Mechanical and damage mechanisms of reinforced ultra high performance concrete under tensile loading. Constr Build Mater. 2019;226:259–279.
  • Shi XF, Gao Y, Cao SH. Numerical study on bonding strength of ribbed reinforcing bars in UHPC with material ductility. 20th Congress of IABSE. New York: The Evolving Metropolis (US); 2019.
  • Zhao CH, Li HT, Deng KL. Experimental study on bonding performance between rebar and coarse aggregate ultra-high performance concrete. J S Jiaotong Univ. 2019;54(5):937–944.
  • MCS-EPFI Lausanne. Ultra-high performance fibre reinforced cement-based composites (UHPFRC): construction material, dimensioning and application. Zurich: Switzerland Swiss Federal Institute of Technology; 2016.
  • Ma FD, Deng MK, Sun HZ, et al. Bond behavior of deformed steel bars lap-splice in ultra high performance concrete. Mater Compos Sin. 2021;38(11):3912–3924.
  • Zhang BS, Yu JJ, Chen WZ, et al. Failure evolution and fiber toughing mechanism of ultra-high performance concrete under uniaxial compression. J Sustain Cem Mater. 2022; [cited 2022 May 26]; [:1–19. p.].
  • Gao XL, Wang JY, Guo JY, et al. Axial tensile mechanical properties and constitutive relation model of ultra-high performance concrete under cyclic loading. Mater Compos Sin. 2021;38(11):3925–3938.
  • Su QT, Du X, Li CX, et al. Tests of basic physical parameters of steel-concrete interface. J Tongji Univ. 2016;44(4):499–506.
  • Fang Z, Chen X, Zhang MZ, et al. Experimental study on performance of lap-spliced ribbed steel bars in reactive powder concrete. Chin Civ Eng J. 2019;52(3):20–28 + 49.

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