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Application of photoelastic coating technique in tests of solid wooden beams reinforced with CFRP strips

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Warianty tytułu
PL
Zastosowanie metody elastooptycznej w badaniach drewnianych belek wzmocnionych taśmami CFRP
Języki publikacji
EN
Abstrakty
EN
The paper presents selected results of tests carried out on hundred year old joists strengthened with carbon fibre reinforced polymers (CFRP). Besides the conventional electric-resistance extensometers (ERSG), the photoelastic coating technique (PCT) was used to measure strains in the reinforced (bonded) cross sections. No such attempt to apply PCT has been described in the literature before. The technique requires further studies to verify agreement between its results and the ones obtained by conventional measuring techniques.
PL
W pracy przedstawiono wybrane wyniki badań wzmocnionych stuletnich belek stropowych. Do wzmocnienia i odtworzenia nośności drewnianych belek z defektami - korozja biologiczna, inkluzje, skręt włókien, pęknięcia drewna - zastosowano taśmy CFRP (carbon fibre reinforced polymers). Obok tradycyjnych metod pomiarowych - czujniki elektrooporowe (ERSG) - do pomiaru odkształceń przekrojów wzmocnionych (zespolonych) zastosowano metodę elastooptycznej warstwy powierzchniowej (PCT). Dotychczas nie opisano takiej próby w literaturze przedmiotu. Metoda wymaga przeprowadzenia dalszych badań, mających na celu weryfikację zgodności z pomiarami metodami tradycyjnymi.
Rocznik
Strony
53--66
Opis fizyczny
Bibliogr. 24 poz., rys., tab., wykr.
Twórcy
autor
autor
  • Wrocław University of Technology, Wybrzeże Wyspiańskiego 27, 50-370 Wrocław, Poland
Bibliografia
  • [1] Balsamo A., Cerone M., Viskovic A.: New wooden structures with composite material reinforcements for historical buildings: the case of the arena flooring in the Colosseum, [in:] Proceedings of the IABSE Conference: Innovative wooden structures and bridges, Lahti, Finland, 29–31 August, 2001, pp. 361–366.
  • [2] Borchardt J.K.: Reinforced plastics help preserve historic buildings, Reinforced Plastics, Vol. 47, No. 11, 2003, pp. 30–32.
  • [3] Jasieńko J.: Glued and engineering joints in repair, conservation and reinforcement of historical timber structures (in Polish), Lower Silesia Educational Publishers (DWE), Wrocław, 2003.
  • [4] Parisi M. A., Piazza M.: Restoration and strengthening of timber structures: principles, criteria and examples, Practice Periodical on Structural Design and Construction, Vol. 12, No. 4, 2007, pp. 177–185.
  • [5] Quagliarini E., D’Orazio M., Stazi A.: Rehabilitation and consolidation of high-value “camorcanna” vaults with FRP, Journal of Cultural Heritage, Vol. 7, No. 1, 2006, pp. 13–22.
  • [6] Van Gemert D., Vanden Bosch M.: Structural restoration of wooden beams by means of epoxy resin, Materials and Structures, Vol. 20, No. 3, 1987, pp. 165–170.
  • [7] Wheeler A.S., Hutchinson A.R.: Resin repairs to timber structures, International Journal of Adhesion and Adhesives, Vol. 18, No. 1, 1998, pp. 1–13.
  • [8] Ajdukiewicz, A., Brol J.: Modern strengthening methods of old timber structures, in: Proceedings of the IABSE Conference: Innovative wooden structures and bridges, Lahti, Finland, 29–31 August, 2001, pp. 479–484.
  • [9] Borri A., Corradi M., Grazini A.: A method for flexural reinforcement of old wood beams with CFRP materials, Composites Part B: Engineering, Vol. 36, No. 2, 2005, pp. 143–153.
  • [10] De Lorenzis L., Scialpi V., Tegola A.L.: Analytical and experimental study on bonded-in CFRP bars in glulam timber, Composites Part B: Engineering, Vol. 36, No. 4, 2005, pp. 279–289.
  • [11] Jasieńko J., Nowak T., Bednarz Ł.: Reinforcement of bent timber beams in historic buildings, in: Proceedings of the international conference on protection of historical buildings, Prohitech 09, Rome, Italy, 21–24 June, 2009, pp. 325–330.
  • [12] Radford D.W., Van Goethem D., Gutkowski R.M., Peterson M.L.: Composite repair of timber structures, Construction and Building Materials, Vol. 16, No. 7, 2002, pp. 417–425.
  • [13] Schober K.U., Rautenstrauch K.: Post-strengthening of timber structures with CFRP’s, Materials and Structures, Vol. 40, No. 10, 2007, pp. 27–35.
  • [14] Raftery G., Harte A., Rodd P.: Bonding of FRP materials to wood using thin epoxy gluelines, International Journal Adhesion and Adhesives, Vol. 29, No. 5, 2009, pp. 580–588.
  • [15] Akbiyik A., Lamanna A.J., Hale W.M.: Feasibility investigation of the shear repair of timber stringers with horizontal splits, Construction and Building Materials, Vol. 21, No. 5, 2007, pp. 991–1000.
  • [16] Triantafillou T.C.: Composites: a new possibility for the shear strengthening of concrete, masonry and wood, Composites Science and Technology, Vol. 58, No. 8, 1998, pp. 1285–1295.
  • [17] Bogacz W., Lis Z., Łodygowski T., Rapp P.: Tests and calculations of wooden beams reinforced with bonded-in carbon fibre strips (in Polish), Inżynieria i Budownictwo, No. 10, 2007, pp. 541–544.
  • [18] Brol J.: Strengthening of bent glued laminated (glulam) beams with GARP tapes at the stage of production, Wiadomości Konserwatorskie, No. 26, 2009, pp. 345–353.
  • [19] Makowski A.: Investigations of the influence of CFRP composite composition on stress and strain in the elastic states of reinforced composite I-beams (in Polish), Przemysł Drzewny, No. 11, 2007, pp. 24–28.
  • [20] Nowak T.: Analysis of the static work of bent wooden beams reinforced with CFRP (In Polish), PhD thesis, Wroc. Uni. of Tech., 2007, http://www.dbc.wroc.pl/publication/1778.
  • [21] Jankowski L.J., Jasieńko J., Nowak T.P.: Experimental assessment of CFRP reinforced wooden beams by 4-point bending tests and photoelastic coating technique, Materials and Structures, Vol. 43, No. 1–2, 2010, pp. 141–150.
  • [22] Polish Standard PN-B 03150:2000 Timber structures – structural analysis and design (In Polish).
  • [23] Dally J.W., Riley W.F.: Experimental stress analysis, McGraw-Hill Inc., 2001.
  • [24] Kapkowski J., Słowikowska I., Stupnicki J.: Testing of stresses by the photoelastic coating method (in Polish)., PWN, Warsaw, 1987.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-article-BPZ5-0006-0025
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