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Influence of silica fume content on the quality of bond conditions in high-performance concrete specimens

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Języki publikacji
EN
Abstrakty
EN
The paper presents the analysis of the impact of silica fume content in high-performance concrete (HPC) on bond conditions along the height of tested elements. The tests were performed on the specimens made of six different HPC mixes with varying content of silica fume (0, 5 and 10% by mass of cement) and superplasticizer. The used specimens allowed for determining the changes of bond at individual levels of elements with a total height of 480 and 960 mm. The rebars in the elements were placed perpendicularly to the direction of concreting. The reference element, characterised by the parallel orientation to the direction of concreting, was also prepared. The tests indicated that the quality of bond conditions in HPC deteriorates as the distance from the formwork bottom increases. The experiment results indicate that concrete modification with silica fume can both increase and decrease the quality of bond conditions. The influence of silica fume depends on the thickness of the concrete cover, which determines the mechanism of bond failure.
Rocznik
Strony
795--805
Opis fizyczny
Bibliogr. 28 poz., rys., tab., wykr.
Twórcy
autor
  • aAGH University of Science and Technology, Department of Geomechanics, Civil Engineering and Geotechnics, Al. Mickiewicza 30, 30-059 Kraków, Poland
autor
  • Cracow University of Technology, Department of Building Bridges and Tunnels, ul. Warszawska 24, 31-155 Kraków, Poland
Bibliografia
  • [1] ACI 318, Building Code Requirements for Structural Concrete, American Concrete Institute, 2011.
  • [2] EN 1992, Design of Concrete Structures. Part 1-1: General Rules, and Rules for Buildings, European Committee for Standardization, 2008.
  • [3] FIB Bulletin No. 65. Model Code 2010. Final Draft Volume 1, 2010.
  • [4] CEB–FIP. Bulletin No. 10: Task Group Bond Model. Bond of Reinforcement in Concrete. CEB–FIP, Lausanne, Switzerland, State-of-Art Report.
  • [5] A. Ajdukiewicz, W. Radomski, Trends in the Polish research on high-performance concrete, Cement and Concrete Composites 24 (2002) 243–251.
  • [6] P. Dybeł, The Influence of the Composition and Properties of High-Performance Concrete on the Bond Strength of Reinforcement Bars, (Doctoral thesis), Cracow University of Technology, 2013.
  • [7] P. Dybeł, K. Furtak, Assessment of the casting position factor in reinforced concrete elements in view of experimental studies, Archives of Civil Engineering 60 (2) (2014) 209–221.
  • [8] P. Dybeł, K. Furtak, Effect of silica fume content on the bond stiffness of reinforcement bars in high-performance concrete, Cement-Wapno-Beton XIX/LXXXI (2) (2014) 106–113.
  • [9] P. Dybeł, K. Furtak, The effect of ribbed reinforcing bars location on their bond with high-performance concrete, Archives of Civil and Mechanical Engineering 15 (4) (2015) 1070–1077.
  • [10] P. Dybeł, K. Furtak, The influence of high-strength concrete – rebars bond conditions on the mechanism of its failure, Magazine of Concrete Research 69 (4) (2017), http://dx.doi.org/ 10.1680/jmacr.15.00411.
  • [11] B.S. Hamad, M.S. Itani, Bond strength of reinforcement in high-performance concrete: the role of silica fume, casting position, and superplasticizer dosage, ACI Materials Journal 95 (5) (1998) 411–499.
  • [12] B.S. Hamad, Z.S. Seferian, Role of casting position on bond strength of confined tension lap splices in silica fume concrete, Materials and Structures 33 (9) (2000) 584–593.
  • [13] B.S. Hamad, R.A. Akik, Role of casting position on bond strength of reinforcement in eccentric pull-out silica fume concrete specimens, Materials and Structures 34 (2001) 163– 171.
  • [14] S. Hwang, Y. Lee, C. Lee, Effect of silica fume on the splice strength of deformed bars of high-performance concrete, ACI Structural Journal 91 (3) (1994) 294–302.
  • [15] O.E. Gjørv, P.J.M. Monteiro, P.K. Mehta, Effect of condensed silica fume on the steel-concrete bond, ACI Materials Journal 87 (6) (1990) 573–580.
  • [16] A. Goldman, A. Bentur, Bond effects in high-strength silica-fume concretes, ACI Materials Journal 86 (5) (1989) 440–447.
  • [17] K.L. Scrivener, A. Bentur, P.L. Pratt, Quantitative characterization of the transition zone in high strength concretes, Advances in Cement Research 1 (4) (1988) 230–237.
  • [18] V.M. Malhotra, V.S. Ramachandran, R.F. Feldman, P.-C. Aitcin, Condensed Silica Fume in Concrete, CRC Press Inc., 1987.
  • [19] J.O. Jirsa, J.E. Breen, Influence of Casting Position and Shear on Development and Splice Length – Design Recommendation. Research Report No. 242-3F, Center for Transportation Research, The University of Texas at Austin, 1981.
  • [20] J.J. Luke, B.S. Hamad, J.O. Jirsa, J.E. Breen, The Influence of Casting Position on Development and Splice Length of Reinforcing Bars. Research Report No. 242-1, Center for Transportation Research, Bureau of Engineering Research, University of Texas at Austin, 1981.
  • [21] P.R. Jaunty, D. Mitchell, M.S. Mirza, Investigation of top bar effects in beams, ACI Materials Journal 85 (3) (1988) 251–257.
  • [22] D. Weiße, K. Holschemacher, Some aspects about the bond of reinforcement in ultra high strength concrete, Leipzing Annual Civil Engineering Report 8 (2003) 251–263.
  • [23] A. Castel, T. Vidal, K. Viriyametanont, R. Francois, Effect of reinforcing bar orientation and location on bond with self-consolidating concrete, ACI Structural Journal 103 (4) (2006) 559–567.
  • [24] K.G. Trezos, I.P. Sfikas, G.G. Pasios, Influence of water-to-binder ratio on top-bar effect and on bond variation across length in self-compacting concrete specimens, Cement and Concrete Composites 48 (2014) 127–139.
  • [25] K.G. Trezos, I.P. Sfikas, K. Orfanopoulos, Bond of self- compacting concrete incorporating silica fume: top-bar effect, effects of rebar distance from casting point and of rebar-to-concrete relative displacements during setting, Construction and Building Materials 73 (2014) 378–390.
  • [26] EN 206, Concrete – Part 1: Specification, Performance, Production and Conformity, 2000.
  • [27] EN 10080, Steel for the Reinforcement of Concrete, 2007.
  • [28] RILEM TC, RILEM Recommendations for the Testing and Use of Constructions Materials, RC 6 Bond Test for Reinforcement Steel. Pull-Out Test, 1983. E&FN SPON, 1994.
Uwagi
PL
Opracowanie ze środków MNiSW w ramach umowy 812/P-DUN/2016 na działalność upowszechniającą naukę (zadania 2017)
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-40f24614-6d4b-40e1-9a28-e867d0a1c610
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