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Influence of polymer flexible joint on concrete beams in three-point bending test

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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
Problem of three-point bending test for concrete beam with polymer flexible joint is described in this paper. The aim of this work is to present selected potential applications of flexible joint for concrete structures. The results of experimental researches for concrete beams before failure and after repairing with flexible joint method are presented. Behaviour of members repaired (bonded) with flexible joint is analysed in comparison to the test results of concrete beam before failure. Attention is paid to beneficial, due to a higher load capacity, stress redistribution in repaired element. Numerical finite element (FE) analysis of influence of polymer flexible joint on the behaviour of elements is conducted. Stresses concentration with their redistribution and displacement pattern are presented. In conclusion, beneficial in- fluence of application of polymer flexible joints as a method of repairing concrete elements is highlighted. Furthermore, their potential applications in concrete structures are specified.
Rocznik
Strony
397--406
Opis fizyczny
Bibliogr. 11 poz., rys., tab., wykr.
Twórcy
  • Cracow University of Technology Institute of Building Materials and Structures Warszawska 24, 31-155 Kraków, Poland
autor
  • Cracow University of Technology Institute of Structural Mechanics Warszawska 24, 31-155 Kraków, Poland
Bibliografia
  • 1. Ciesielski R., Kwiecień A., Reinforcement of cracked brick arches in old historical building in Cracow [in Polish], 21st Conference of Structural Failures, Międzyzdroje, 2003.
  • 2. Ciesielski R., Kwiecień A., Pęcherski R., Zając B., Application of flexible joints for structures working in new determined state of static equilibrium, Vol. 4, Fire safety, physics of buildings, organization and management in the construction industry, the issues selected [in Polish], 50th Scientific Conference KILW PAN, Krynica, 12–17 sept. 2004, Publishing House of Warsaw University of Technology, 257–266, Warszawa, 2004.
  • 3. Knauff M., Analysis of reinforced concrete structures according to Eurocode 2 [in Polish], WN PWN, Warszawa, 2013.
  • 4. Kreja I., Continuous mechanics [in Polish], CURE Publ., Gdańsk University of Technology, Gdańsk, 2003 [in:] Kwiecień A., Polymer flexible joints. . . , op. cit.
  • 5. Komardin A., Analysis of the coupling between creep and damage of concrete structures, Master thesis, Universit´e Joseph Fourier Grenoble – Cracow University of Technology, Kraków, 2010.
  • 6. Kwiecień A., Polymer flexible joints in masonry and concrete structures, Monograph 414, Cracow University of Technology Publishers, Kraków, 2012,
  • 7. Kwiecień A., Reduction of stress concentration after repair using of polymer flexible joint [in Polish], Technical Transactions – Civil Engineering, Vol. 1-B/2012, 37–55, Cracow University of Technology Publishers, Kraków, 2012.
  • 8. Kwiecień A., Gruszczyński M., Zając B., Tests of flexible polymer joints repairing of polymer modified concretes, 13th International Congress on Polymers ICPIC, Madera, 2010.
  • 9. Pijaudier-Cabot G., Mazars J., Damage models for concrete, Handbook of materials behavior, chapter 6, vol. 2, pp. 500–512, Academic Press, 2001.
  • 10. Zając B., Experimental-analytical description of polymer joint effort in composite beams [in Polish], PhD dissertation, Cracow University of Technology, Kraków, 2008,
  • 11. Życzkowski M., Combined loads in plastic theory [in Polish], PWN, Warszawa, 1973 [in:] Zając B., Experimental-analytical description. . . , op. cit.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-f7411df6-550a-4076-a00f-51d40132cc44
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