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Ultra-high performance concrete – properties and technology

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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
The paper deals with information concerning properties and technology of a new generation cementitious composite i.e. Ultra-High Performance Concrete. High performance here means both high strength and high durability under the influence of environmental factors. This group of composites is mainly represented by Reactive Powder Concretes (RPC), which show both outstanding durability and mechanical properties. Characteristic features of RPC are mainly due to the very low water-cement ratio, which involves application of superplasticizer, significant reduction of aggregate grains size as well as hydrothermal treatment. In the first part of the paper selected properties of RPC are compared to ordinary concrete and to other groups of new generation concrete. Moreover, fundamental technological factors influencing properties of RPC are described as well. The second part deals with the RPC developed at Cracow University of Technology. The presented test results are mainly focused on the influence of steel fibres content on mechanical properties of reactive powder concrete and hydrothermal treatment on composites microstructure. The quantitative and qualitative evaluation of this relationship expand the knowledge of the UHPC technology. Finally, the third part presents the most significant and newest structures which have been erected with the use of RPC.
Rocznik
Strony
183--193
Opis fizyczny
Bibliogr. 23 poz., rys., tab.
Twórcy
autor
  • Institute of Building Materials and Structures, Cracow University of Technology, 24 Warszawska St., 31-155 Kraków, Poland
Bibliografia
  • [1] L. Czarnecki, W. Kurdowski, and S. Mindess, “Future developments in concrete”, in Developments in the Formulationand Reinforcement of Concrete, pp. 270-284, ed. S. Mindess, Woodhead Publishing, London, 2008.
  • [2] S. Collepardi, L. Coppola, R. Troli, and M. Collepardi, “Mechanical properties of modified reactive powder concrete”, American Concrete Institute 173, 1-22 (1997).
  • [3] W. Fuller and S. Thompson, “The laws of proportioning concrete”, Proc. Am. Soc. Civil Eng. 22, CD-ROM (1907).
  • [4] J. Funk and D. Dinger, Predictive Process Control of CrowdedParticulate Suspensions - Applied to Ceramic Manufacturing, Kluver Academic Publishers, London, 1994.
  • [5] P. Richard and M. Cheyrezy, “Composition of reactive powder concrete”, Cement and Concrete Research 25, 1501-1511 (1995).
  • [6] S. Staquet and B. Espion, “Early age autogenous shrinkage of UHPC incorporating very fine fly ash or metakaolin in replacement of silica fume”, Int. Symp. on Ultra High PerformanceConcrete 1, 587-599 (2004).
  • [7] T. Zdeb and J. Śliwiński, “The influence of steel fibre content and curing conditions on mechanical properties and deformability of reactive powder concrete at bending”, Proc. 9th Int. Symp. Brittle Matrix Composites 9, 33-42 (2009).
  • [8] L. Ay, “Curing tests on ultra high strength plain and steel fibrous cement based composites”, Int. Symp. on Ultra HighPerformance Concrete 1, 695-701 (2004).
  • [9] O. Bonneau, C. Vernet, M. Moranville, and P.C. Aïtcin, “Characterization of the granular packing and percolation threshold of reactive powder concrete”, Cement and Concrete Research 30, 1861-1867 (2000).
  • [10] C. Vogt, T. Hugo-Persson, and B. Lagerblad, “Optimization of UHPC for selective stabilization of deep boreholes”, Int. Symp. on Ultra High Performance Concrete 1, 205-212 (2004).
  • [11] T. Godycki-Ćwirko, Concrete Mechanics, Arkady, Warsaw, 1982, (in Polish).
  • [12] M. Cherezy, V. Maret, and L. Frouin, “Microstructural analysis of RPC (Reactive Powder Concrete)”, Cement and ConcreteResearch 25, 1491-1500 (1995).
  • [13] L. Coppola, R. Troli, T. Cerulli, and M. Collepardi, “Innovate cementitious materials from HPC to RPC part. II. The effect of cement and silica fume type on the compressive strength of Reactive Powder Concrete”, L’IndustriaItaliana del Cemento 1, 112-125 (1996).
  • [14] W. Nocuń-Wczelik, “Silica fume - properties and application in concrte”, Polish Cement 1, CD-ROM (2005), (in Polish).
  • [15] S. Staquet and B. Espion, “Influence of cement and silica fume type on compressive strength of reactive powder concrete”, 6thInt. Symp. on High Strength /High Performance Concrete 1, 1421-1436 (2002).
  • [16] J.C. Benezet and A. Benhassaine, “Grinding and pozzolanic reactivity of quartz powders”, Powder Technology 105, 167-171 (1999).
  • [17] T. Zdeb, “Pozzolanic reactivity of ground quartz as a component of concrete with reactive powders”, Cement. Lime. Concrete 1, 34-39 (2007).
  • [18] T. Zdeb, “The influence of the composition and production technology on selected properties of Reactive Powder Concrete”, PhD Thesis, Cracow University of Technology, Cracow, 2010, (in Polish).
  • [19] E. Fehling, T. Leutbecher, and K. Bunje, “Design relevant properties of hardened Ultra High Performance Concrete”, Int. Symp. on Ultra High Performance Concrete 1, 327-338 (2004).
  • [20] T. Zdeb and J. Śliwiński, “The influence of curing conditions and steel fibres addition on strength of reactive powder concrete”, Engineering and Building 12, 693-695 (2008), (in Polish).
  • [21] I. Schachinger, H. Hilbig, and T. Stengel, “Effect of curing temperature at an early age on the long-term strength development of UHPC”, Second Int. Symp. on Ultra High PerformanceConcrete 1, 205-212 (2008).
  • [22] P. Blais and M. Couture, “Precast, prestressed pedestrian bridge - world’s first reactive powder concrete structure”, PCI J. IX- X, 60-71 (1999).
  • [23] DuctalR Solutions, Lafarge Ductal Newsletter 10, CD-ROM (2011).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-article-BPG8-0098-0024
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