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Tytuł artykułu

Application of stress based NDT methods for concrete repair bond quality control

Autorzy
Treść / Zawartość
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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
Adhesion in repair systems is one of the most important factors affecting their durability. Elaboration of a reliable nondestructive test method to perform an adhesion mapping is one of the most important tasks. A majority of NDT methods applicable for the assessment of concrete structures are based on the propagation of various types of stress waves. In this paper, the influence of the repair material type (polymer-cement or polymer) and quality of the concrete substrate (roughness, microcracking, not cleaned surface) upon propagation of stress waves in a repair system was studied in view of developing a reliable NDT procedure for the field assessment of bond quality in concrete repairs.
Rocznik
Strony
77--85
Opis fizyczny
Bibliogr. 35, wykr., rys.
Twórcy
autor
  • Department of Building Materials Engineering, Institute of Building Engineering, Warsaw University of Technology, 16 Armii Ludowej St., 00-637 Warsaw, Poland
Bibliografia
  • [1] L. Courard, “Parametric study for the creation of the interface between concrete and repair products”, Mater and Struct 3, 65-72 (2000).
  • [2] L. Czarnecki, “Adhesion - A challenge for concrete repair”, Concrete Repair, Rehabilitation and Retrofitting II, 935-940 (2009).
  • [3] B. Bissonnette, L. Courard, A. Garbacz, A. Vaysburd, and K. von Fay, “Concrete repair bond: evaluation and factors of influence”, Proc. Concrete Solutions-5th Int. Conf. on Concrete Repair 1, 51-57 (2014).
  • [4] A. Halicka, “Influence new-to-old concrete interface qualities on the behaviour of suport zones of composite concrete beams”, Constr. Build. Mat. 25, 4072-4078 (2011).
  • [5] Concrete Repair Manual, ACI International, Farmington Hills, 2003.
  • [6] J. Hola and K. Schabowicz, “State-of-the-art non-destructive methods for diagnostic testing of building structures anticipated development trends”, ACME 10 (3), 5-18 (2010).
  • [7] B. Goszczyńska, G. Świt, and W. Trąmpczyński, “Monitoring of active destructive processes as a diagnostic tool for the structure technical state evaluation”, Bull. Pol. Ac.: Tech. 61 (1), 97-108 (2013).
  • [8] M. Rucka and K. Wilde, “Experimental study on ultrasonic monitoring of splitting failure in reinforced concrete”, J. Nondestructive Evaluation 32 (4), 372-383 (2013).
  • [9] T. Kundu, M. Ehsani, KI. Maslov, and D. Guo, “C-scan and L-scan generated images of the concrete/GFRP composite interface”, NDT&E Int. 32, 61-9 (1999).
  • [10] L. Czarnecki, A. Garbacz, and M. Krystosiak, “On the ultrasonic assessment of adhesion between polymer coating and concrete substrate”, Cement Concrete Comp. 28 (4), 360-369 (2006).
  • [11] J. Hola, Ł. Sadowski, and K. Schabowicz, “Nondestructive identification of delaminations in concrete floor toppings with acoustic methods”, Automation in Cnstruction 20 (7), 799-807 (2011).
  • [12] Ł. Sadowski, “Non-destructive evaluation of the pull-off adhesion of concrete floor layers using RBF neural network”, J. Civil Engineering and Management 19 (4), 550-560 (2013).
  • [13] R.D. Adams and B.W. Drinkwater, “Nondestructive testing of adhesively bonded joints”, NDT&E Int. 30, 93-98 (1997).
  • [14] A. Garbacz, Non-destructive Investigations of Polymer-concrete Composites with Stress Waves - Repair Efficiency Evaluation, Warsaw University of Technology Publishing House, Warszawa, 2007, (in Polish).
  • [15] N.J. Carino, “Nondestructive test methods”, Concrete Construction Engineering Handbook, CRC Press 19, 19.1-19.67 (1999).
  • [16] L. Czarnecki and P. Łukowski, “Polymers in concrete repairing according to EN 1504”, Concrete Repair, Rehabilitation and Retrofitting III, CRC Press, 62-63 (2012).
  • [17] A. Garbacz and L. Kwaśniewski, “Modeling of stress wave propagation in repair systems tested with impact-echo method”, Proc. Brittle Matrix Composites 8, 303-314 (2006).
  • [18] M. Sansalone and J.M. Lin, “Impact-echo response of hollow cylindrical concrete structures surrounded by soil and rock. Part I - numerical studies”, ASTM Geotechnical Testing J. 17, 207-219 (1994).
  • [19] M. Sansalone and J.M. Lin, “Impact-echo response of hollow cylindrical concrete structures surrounded by soil and rock. Part II - field studies”, ASTM Geotechnical Testing J. 17, 220-226 (1994).
  • [20] A. Garbacz, “Stress wave propagation troughout an interface: PCC composites-concrete substrate in repair system”, ACEE 3 (3), 35-44 (2010).
  • [21] A. Lewińska-Romicka, Nondestructive Testing. Fundamentals of Defectoscopy, WNT, Warszawa, 2000, (in Polish).
  • [22] A. Garbacz and E.J. Garboczi, “Ultrasonic evaluation methods applicable to polymer concrete composites”, NISTIR 6975, CD-ROM (2003).
  • [23] L.Czarnecki and B. Chmielewska, “Factors affecting adhesion in building joints”, Cement. Lime. Concrete 2, 74-85 (2005).
  • [24] M. Siewczynska and J. Jasiczak, “Mechanism of cracking the concrete by breaking away coatings in pull-off test”, Proc. 8th Int. Conf. on Modern Building Materials, Structures and Techniques 1, 157-161 (2004).
  • [25] A. Garbacz, L. Courard, and B. Bissonnette, “A surface engineering approach applicable to concrete repair engineering”, Bull. Pol. Ac.: Tech. 61 (1), 73-84 (2013).
  • [26] L. Courard, J.-F. Lenaers, F. Michel, and A. Garbacz, “Saturation level of the superficial zone of concrete and adhesion of repair systems”, Constr. Build. Mat. 25, 2488-2494 (2011).
  • [27] L. Courard, T. Piotrowski, and A. Garbacz, “Near-to-surface properties affecting bond strength in concrete repair”, Cement. Concrete Comp. 46, 73-80 (2014).
  • [28] Ł. Sadowski and J. Hoła, “New nondestructive way of identifying the values of pull-off adhesion between concrete layers in floors”, J. Civil Engineering and Management 20 (4), 561-569 (2014).
  • [29] J. Silfwerbrand, “Improving concrete bond in repaired bridge decks”, Concr. Int. 12 (9), 61-66 (1990).
  • [30] A. Garbacz, M. Gorka, and L. Courard, “On the effect of concrete surface treatment on adhesion in repair systems”, Mag. Concrete Res. 57, 49-60 (2005).
  • [31] S.N. Pareek, Y. Ohama, and K. Demura, “Adhesion mechanism of ordinary cement mortar to mortar substrates by polymer dispersion coatings”, Proc. 6th ICPIC 1990, 442-449 (1990).
  • [32] A. Garbacz, T. Piotrowski, and L. Courard, “Ananalysis of stress wave propagation in repair systems using wavelet approach”, RILEM PRO 51 (CD): 2nd Int. Symp.on Advances in Concrete through Science and Engineering 1, CD-ROM (2006).
  • [33] L. Kwaśniewski, and A. Garbacz, “Characterization of stress wave propagation in impact-echo method using FEM models of repair systems”, Proc. Int. Conf. Challenges for Civil Construction 1, 92-93 (2008).
  • [34] P. Santos, E. J´ulio, and J. Santos, “Towards the development of an in situ non-destructive method to control the quality of concrete-to-concrete interfaces”, Engineering Structures 32 (1), 207-217 (2011).
  • [35] A. Garbacz, T. Piotrowski, G. Adamczewski, and K. Załęgowski, “UIR-scanner potential to defect detection in concrete”, Advanced Materials Research 687, 359-365 (2013).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-9905f512-c80d-4869-8bff-921cb0715496
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