Abstract
This paper deals with the experimental determination of the bond behaviour between ultra-high performance fiber-reinforced concrete (UHPFRC) and reinforcing bars (rebars). An experimental campaign has been carried out to assess the bond behaviour considering different rebar diameters, different embedment lengths and different concrete covers. A relationship between bond strength, compressive strength and rebar diameter has been drawn from the results of this campaign and results found in the literature. Thanks to an original instrumentation method using Fiber-Optic Sensor, the local constitutive law linking the local relative displacement between UHPFRC and rebar and the bond stress has been determined and compared with the law proposed by fib Model Code 2010.
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Notes
\(\delta\), \(\delta _1\), ... are respectively noted \(s\), \(s_1\), ... in Model Code.
References
Aarup B, Karlsen J, Lindström G (2008) Fiber reinforced high performance concrete for in-situ cast joints. Proceedings of international symposium on high performance concrete, Orlando, Florida, USA, September, ACI SpringJournal
AFGC-SETRA (2002) Ultra high performance fibre-reinforced concretes, interim recommendations, p 152, SETRA, Bagneux, France
AFGC (2013) Ultra-high performance fibre-reinforced concretes. Recommendations. p 357, Paris, France
Behloul M (1996) Analyse et modélisation du comportement d’un matériau à matrice cimentaire fibrée à ultra hautes performances. Dissertation, p 182, E.N.S. Cachan, France, in French
Cattaneo S, Rosati G (2000) “Bond and splitting in high performance fiber reinforced concrete”, 5th RILEM symposium on fibre-reinforced concretes. BEFIB 2000:567–576
Chanvillard G, Rigaud S (2003) Complete characterization of tensile properties of DUCTAL® UHPFRC according to the French recommendations. Proceedings of the 4th international RILEM workshop (HPFRCC4), pp 21–34
Dancygier AN, Katz A (2008) The combined effect of concrete strength and geometric parameters on concrete-reinforcement bond. 8th international symposium on utilization of high strength and high-performance concrete, Tokyo
Dancygier AN, Katz A, Wexler U (2010) Bond between deformed reinforcement and normal and high-strength concrete with and without fibres. Mater Struct 43:839–856
Dutalloir F, Thibaux T, Cadoret G, Birelli G (1998) Un nouveau béton très hautes performances : le BSI—Premiére application industrielle/B.S.I. : a new, very high performance concrete. Initial industrial application. In La technique française du Béton, AFPC-AFREM, XIIIe congrés de la FIP, Amsterdam, pp 25–32
EN 15630–1 (2010) European Standard—steel for the reinforcement and prestressing of concrete—test methods—Part 1 : reinforcing bars, wire rod and wire
Ezeldin SA, Balaguru PN (1989) Bond behavior of normal and high strength fibre reinforced concrete. ACI Mater J 86:515–524
fib Bulletin no72—Bond and anchorage of embedded reinforcement: background to the fib model code for concrete structures 2010. (2014)
fib model code for concrete structures. (2010)
Graybeal B (2011) Ultra-high performance concrete. U.S. Department of Transportation, Federal Highway Administration, FHWA-HRT-11-038, pp 8
Harajli MH, Hout MA, Jalkh W (1995) Local bond stress-slip behavior of reinforced bars embedded in plain and fibre concrete. ACI Mater J 92:343–353
Henault JM, Quiertant M, Delepine-Lesoille S, Salin J, Moreau G, Taillade F, Benzarti K (2012) Quantitative strain measurement and crack detection in RC structures using a truly distributed fiber optic sensing system. Constr Build Mater 37:916–923
Holschemacher K, Weiße D, Klotz S (2004) Bond of reinforcement in ultra high strength concrete, international symposium on ultra high performance concrete. International symposium on UHPFRC, Kassel, Germany, pp 375–388
Hota S, Naaman AE (1997) Bond stress-slip response of reinforcing bars embedded in FRC matrices under monotonic and cyclic loading. ACI Struct J 94(5):525–537
Jungwirth J (2006) Zum tragverhalten von Zugbeanspruchten Bauteilen aus Ultrahochleistungs-Faserbeton. Thèse de doctorat N\(^{\circ }\)3429, Ecole Polytechnique Fédérale de Lausanne
Khadour A, Baby F, Herrera A, Taillade F, Marchand P, Rivillon P, Simon A, Quiertant M, Toutlemonde F (2013) Distributed strain monitoring of reinforcement bars using optical fibers for SHM, CONSEC13—Seventh international conference on concrete under severe conditions—Environment and Loading, 23–25 September, Nanjing, China
Kim B, Doh JH, Yi CK, Lee JY (2013) Effect of structural fibres on bonding mechanism changes in interface between GFRP bar and concrete. Compos Part B 45:768–779
Leutbecher T (2007) Rissbildung und Zugtragverhalten von mit Stabstahl und Fasern bewehrtem Ultrahochfesten Beton (UHPC). University of Kassel, Thesis
Metelli G, Plizzari A (2014) Influence of the relative rib area on bond behaviour. Mag Concr Res 66(6):274–294
Naaman AE, Reinhardt HW (1996) Characterization of high performance fiber reinforced cement composites -HPFRCC. In: Naaman AE, Reinhardt HW (Eds) High performance fiber reinforced cement composites 2, E&FN Spon, London, pp 1–24
Quiertant M, Baby F, Khadour A, Marchand P, Rivillon P, Billo J, Lapeyrere R, Toutlemonde F, Simon A, Cordier J, Renaud JC (2012) Deformation monitoring of reinforcement bars with a distributed fiber optic sensor for the SHM of reinforced concrete structures. 9th international conference on NDE in relation to structural integrity for nuclear and pressurized components, Seattle, Washington, USA
Reineck KH, Greiner S (2004) Test on ultra-high performance fibre reinforced concrete for designing hot-water tanks and UHPFRC-Shells. International symposium on UHPFRC, Kassel, Germany
Reineck KH, Greiner S (2004) Dichte Heißwasser-Wärmespeicher aus ultrahochfestem faserfeinkornbeton. Forschungsbericht zum BMBF-Vorhaben 0329606 V, research report. Institut für Leichtbau Entwerfen und Konstruieren(ILEK), Universität Stuttgart, Germany
Rehm, G (1961) The fundamentals of bond between steel reinforcement and concrete, Deutscher Ausschuss fur Stahlbeton. Heft 138, Willhelm Ernstand Sohn, Berlin, pp 59
Richard P, Cheyrezy M (1995) Composition of reactive powder concretes. Cement Concr Res 25(7):1501–1511
Rostásy FS, Hartwich K (1988) Bond of deformed reinforcing bar embedded in steel fiber reinforced concrete. Int J Cem Compos Lightweight Concr 10(3):151–158
Saleem MA, Mirmiran A, Xia J, Mackie K (2013) Development length of high-strength steel rebar in ultrahigh performance concrete. J Mater Civil Eng 25(8):991–998
Spasojević A (2008) Structural implications of ultra high performance fibre-reinforced concrete in bridge design”. Thèse de doctorat N\(^{\circ }\) 4051, Ecole Polytechnique Fédérale de Lausanne
Toutlemonde F , Resplendino J (2011) Designing and building with UHPFRC: state of the art and development. ISTE-Wiley, New York
Toutlemonde F, Simon A, Rivillon P, Marchand P, Baby F, Quiertant M, Khadour A, Cordier J, Battesti T (2013) Recent experimental investigations on reinforced UHPFRC for applications in earthquake engineering and retrofitting. UHPFRC 2013—Designing and Building with UHPFRC: from innovation to large-scale realizations, Marseille, France, October 1–3, pp 597–606
Walraven J (2009) High performance fiber reinforced concrete: progress in knowledge and design codes. Mater Struct 42:1247–1260
Yoo DY, Shin HO, Yang JM, Yoon YS (2014) Material and bond properties of ultra high performance fiber reinforced concrete with micro steel fibers. Compos Part B 58:122–133
Acknowledgments
The works detailed in this paper were carried out within BADIFOPS research project, aiming at developing ductile solutions of UHPFRC structures for earthquake-resistant applications, where optical fibers SHM can be fruitfully applied. BADIFOPS is a French-State sponsored project (2011–2014) within “Design and Build for Sustainable Growth” program of the Civil Engineering Department Unit of the Ministry in charge of Sustainable Growth (Grant no 10 MGC S010). Partners are Eiffage Company, CSTB (research center for buildings), Ifsttar (public works research institute) and Sétra, now CEREMA (Highways Agency).
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Marchand, P., Baby, F., Khadour, A. et al. Bond behaviour of reinforcing bars in UHPFRC. Mater Struct 49, 1979–1995 (2016). https://doi.org/10.1617/s11527-015-0628-0
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DOI: https://doi.org/10.1617/s11527-015-0628-0