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Self-repairing of polymer-cement concrete

Treść / Zawartość
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
Self-repairing means ability to the total or partial recovering of the properties which were worsened as a consequence of damage of the material. The subject of the paper is evaluation of ability to self-repair of a cement composite modified with epoxy resin without a hardener. The methodology of investigation of self-repairing building materials, developed by the authors, has been described, with controllable enforcing of the limited weakening of the material. Also, the self-repair degree has been defined as the measure of self-repairing ability of the building composites. The material model of the epoxy-cement composite has been developed on the basis of the tests results. The material optimization of the composite towards the maximum self-repairing ability has also been carried out. The results of investigation have confirmed the possibility of self-repairing of the cement composite modified with the epoxy resin without hardener. The conclusion and further research needs in the range of the self-repairing epoxy-cement composites have been pointed out.
Rocznik
Strony
195--200
Opis fizyczny
Bibliogr. 25 poz., rys., tab.
Twórcy
autor
  • Faculty of Civil Engineering, Warsaw University of Technology, 16 Armii Ludowej Ave., 00-637 Warszawa, Poland
Bibliografia
  • [1] 1. L. Czarnecki and P.H. Emmons, Repair and Protection ofConcrete Structures, Polski Cement, Kraków, 2002, (in Polish).
  • [2] L. Czarnecki and J. Skwara, “Repair of cracks in reinforced concrete structures by injection”, Proc. Polish Conf. WPPK 1, CD-ROM (1998), (in Polish).
  • [3] Y. Ohama and K. Demura, “Superior properties of epoxymodified mortars and concretes without hardener”, Proc. 3rd Southern African Conf. on Polymers in Concrete and ICPICWorkshop 1, 228-239 (1997).
  • [4] P. Łukowski and G. Adamczewski, „Evaluation of possibility of self-repairing of epoxy-cement composite”, Building Materials 5, 52-53 (2010), (in Polish).
  • [5] H.M. Andersson, M.W. Keller, J.S. Moore, N.R. Sottos, and S.R. White, “Self healing materials”, An Alternative Approachto 20 Centuries of Materials Science 1, 19-44 (2007).
  • [6] P. Schiessl and N. Brauer, “Influence of autogenous healing of cracks on corrosion of reinforcement”, Proc. Int. Conf. onDurability of Building Materials and Components 1, CD-ROM (1996).
  • [7] C. Edvardsen, “Water permeability and autogenous healing of cracks in concrete”, ACI Materials J. 96, 448-455 (1999).
  • [8] V.C. Li and Y. En-Hua, “Self healing in concrete materials”, An Alternative Approach to 20 Centuries of Materials Science 1, 161-193 (2007).
  • [9] T.H. Ahn and T. Kishi, “Crack self-healing behavior of cementitious composites incorporating various mineral admixtures”, J. Advanced Concrete Technology, Japan Concrete Institute 2, 171-186 (2010).
  • [10] Y. Yang, D.M. Lepech, Y. En-Hua, and V.C. Li, “Autogenous healing of engineered cementitious composites under wet-dry cycles”, Cement and Concrete Research 39, 382-390 (2009).
  • [11] H. Reinhardt and M. Joos, “Permeability and self-healing of cracked concrete as a function of temperature and crackwidth”, Cement and Concrete Research 33, 981-985 (2003).
  • [12] W. Ramm and M. Biscoping, “Autogenous healing and reinforcement corrosion of waterpenetrated separation cracks in reinforced concrete”, J. Nuclear Engineering and Design 179, 191-200 (1998).
  • [13] M. Fiertak, Structural Sealing of the Concrete Partitions. Monograph on Civil Engineering No. 271, Cracow University of Technology, Kraków, 2000, (in Polish).
  • [14] V.C. Li, “Engineered cementitious composites - tailored composites through micromechanical modeling”, Fiber ReinforcedConcrete: Present and the Future 1, 64-97 (1997).
  • [15] M. Wu, B. Johannesson and M. Geiker, “A review: self-healing in cementitious materials and engineered cementitious composite as a self-healing material”, Construction and BuildingMaterials 28, 571-583 (2012).
  • [16] V. Ramakrishnan, K. Ramesh, and S. Bang, “Bacterial concrete”, Proc. SPIE Conf. 4234, 168-176 (2000).
  • [17] C.M. Dry, “Matrix cracking, repair and filling using active and passive modes for smart timed releases of internal chemicals”, Smart Materials and Structures 3, 118-123 (1994).
  • [18] C.M. Dry, “Procedures developed for self-repair of polymer matrix composite materials”, Composite Structures 3, 263-269 (1996).
  • [19] L. Czarnecki and P. Łukowski, “Polymer-cement concretes”, Cement. Lime. Concrete 5, 243-258 (2010).
  • [20] P. Łukowski, “Polymer-cement mortars of high bond strength to the concrete substrate”, Proc. 13th Int. Congress on Polymersin Concrete ICPIC’2010 1, 665-672 (2010).
  • [21] T. Katsuhata, Y. Ohama, and K. Demura, “Investigation of microcracks self-repair function of polymer-modified mortars using epoxy resins without hardeners”, Proc. 10th Int. Congresson Polymers in Concrete 1, CD-ROM (2001).
  • [22] J.M. Butt, G.V. Topilski, V.G.Mikulski, V.V. Kozłow, and A.K. Gorban, “Investigation of interaction between epoxy resin and Portland cement”, Advances in Construction and Architecture 1, 75-80 (1971), (in Russian).
  • [23] G. Adamczewski, “Testing of self-repairing ability of epoxycement composites”, Proc. 3rd Int. Interdisciplinary TechnicalConf. Young Scientists 1, 275-278 (2010).
  • [24] P. Łukowski and G. Adamczewski, “Self-repairing ability of epoxy-cement concrete”, Proc. Nanobr¨ucken-NanomechanicalTesting Workshop and Hysitron User Meeting INM, CD-ROM (2010).
  • [25] L. Czarnecki, Resin Concretes, Arkady, Warszawa, 1982, (in Polish).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-article-BPG8-0098-0025
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