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Non-destructive identification of cracks in unilaterally accessible massive concrete walls in hydroelectric power plant

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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
This paper presents a methodology for the non-destructive location and identification of cracks in unilaterally accessible massive concrete walls by means of the state-of-the-art acoustic methods of impulse response and ultrasound tomography. An example of the practical verification of the methodology used to investigate the concrete structure of a hydroelectric power plant is provided.
Rocznik
Strony
413--421
Opis fizyczny
Bibliogr. 25 poz., rys., wykr.
Twórcy
  • Faculty of Civil Engineering, Wroclaw University of Technology, Wybrzeże Wyspiańskiego 27, 50-370 Wroclaw, Poland
autor
  • Faculty of Civil Engineering, Wroclaw University of Technology, Wybrzeże Wyspiańskiego 27, 50-370 Wroclaw, Poland
autor
  • Faculty of Civil Engineering, Wroclaw University of Technology, Wybrzeże Wyspiańskiego 27, 50-370 Wroclaw, Poland
  • Faculty of Civil Engineering, Wroclaw University of Technology, Wybrzeże Wyspiańskiego 27, 50-370 Wroclaw, Poland
Bibliografia
  • [1] J. Grosel, W. Sawicki, Z. Wójcicki, Application of operational modal analysis to the study of dynamic work of cracks in suction pipes of hydropower plants, Zeszyty Naukowe Politechniki Rzeszowskiej 59 (4) (2012) 21–34 (in Polish).
  • [2] D. Łydżba, A. Różański, M. Sobotka, Multifaceted analysis of the causes of the cracking of concrete in massive hydro-engineering structures, in: XXXVII Konferencja nauk.-techn. Awarie Budowlane, Wydawnictwo Zachodniopomorskiego Uniwersytetu Technologicznego w Szczecinie, 2015, 87–120 (in Polish).
  • [3] T. Gorzelańczyk, J. Hoła, Ł. Sadowski, K. Schabowicz, Methodology of non-destructive identification of defective concrete zones in unilaterally accessible massive members, Journal of Civil Engineering and Management 19 (6) (2013) 775–786.
  • [4] A. Łowińska-Kluge, T. Błaszczyński, The influence of internal corrosion on the durability of concrete, Archives of Civil and Mechanical Engineering 12 (2) (2012) 219–227.
  • [5] S.H. Wang, C.A. Tang, W.C. Zhu, K. Zhang, Analysis of concrete fracture evolution by simulation and acoustic emission, Key Engineering Materials 243 (2003) 363–368.
  • [6] B. Goszczyńska, G. Świt, W. Trąmpczyński, A. Krampikowska, J. Tworzewska, P. Tworzewski, Experimental validation of concrete crack identification and location with acoustic emission method, Archives of Civil and Mechanical Engineering 12 (1) (2012) 23–28.
  • [7] B. Goszczyńska, Analysis of the process of crack initiation and evolution in concrete with acoustic emission testing, Archives of Civil and Mechanical Engineering 14 (1) (2014) 134–143.
  • [8] E. Taillet, J. Lataste, P. Rivard, A. Denis, Non-destructive evaluation of cracks in massive concrete using normal dc resistivity logging, NDT&E International 514 (63) (2014) 11–20.
  • [9] K. Schabowicz, Ultrasonic tomography – the latest non- destructive technique for testing concrete members – description: test methodology, application example, Archives of Civil and Mechanical Engineering 14 (2) (2014) 295–303.
  • [10] ASTM C1740-10, Standard Practice for Evaluating the Condition of Concrete Plates Using the Impulse-Response Method, 2010.
  • [11] J. Bungey, S. Millard, M. Gratham, Testing of Concrete in Structures, Taylor & Francis, London, 2006.
  • [12] J. Hoła, J. Bień, L. Sadowski, K. Schabowicz, Non-destructive and semi-destructive diagnostics of concrete structures in assessment of their durability, Bulletin of the Polish Academy of Sciences Technical Sciences 63 (1) (2015) 87–96.
  • [13] J. Hoła, K. Schabowicz, State-of-the-art non-destructive methods for diagnostics testing of building structures – anticipated development trends, Archives of Civil and Mechanical Engineering 10 (3) (2010) 5–18.
  • [14] Ł. Drobiec, R. Jasiński, A. Piekarczyk, Diagnostics of reinforced concrete structures, Methodology, Field Tests, Laboratory Tests of Concrete and Steel, vol. 1, Państwowe Wydawnictwo Naukowe, Warsaw, 2010 (in Polish).
  • [15] A. Bishko, Improvement of imaging at small depths for acoustic tomography of reinforced concrete objects, in: The 6th International Conference Non-Destructive Testing and Technical Diagnostics in Industry, Mashinostroenie, Moscow, Russia, 2007.
  • [16] A. Samokrutov, V. Kozlov, V. Shevaldykin, I. Meleshko, Ultrasonic defectoscopy of concrete by means of pulse-echo technique, in: 8th European conference for Non-Destructive Testing, Barcelona, 2002.
  • [17] A. Davis, The non-destructive impulse response test in North America: 1985–2001, NDT&E International 36 (4) (2003) 185–193.
  • [18] B. Hertlein, A. Davis, Locating Concrete Consolidation Problems Using the Non-Destructive Impulse Response Test, American Concrete Institute Fall Convention, Los Angeles, 1998.
  • [19] J. Hoła, Ł. Sadowski, K. Schabowicz, Nondestructive identification of delaminations in concrete floor toppings with acoustic methods, Automation in Construction 20 (7) (2011) 799–807.
  • [20] N. Ottosen, M. Ristinmmaa, A. Davis, Theoretical interpretation of impulse response tests of embedded concrete structures, Journal of Engineering Mechanics 130 (9) (2004) 1062–1071.
  • [21] A. Garbacz, T. Piotrowski, Application of impact-echo method to identify concrete floor thickness, Materiały Budowlane 9 (2010) 18–19 (in Polish).
  • [22] H. Azari, S. Nazarian, D. Yuan, Assessing sensitivity of impact echo and ultrasonic surface waves methods for non- destructive evaluation of concrete structures, Construction and Building Materials 71 (2014) 384–391.
  • [23] K. Schabowicz, Modern acoustic techniques for testing concrete structures accessible from one side only, Archives of Civil and Mechanical Engineering 15 (4) (2015) 1149–1159.
  • [24] K. Schabowicz, Methodology for non-destructive identification of thickness of unilaterally accessible concrete elements by means of state-of-the-art acoustic techniques, Journal of Civil Engineering and Management 19 (3) (2013) 325–334.
  • [25] K. Schabowicz, J. Hoła, Nondestructive elastic-wave tests of foundation slab in office building, Materials Transactions 53 (2012) 296–302.
Uwagi
PL
Opracowanie ze środków MNiSW w ramach umowy 812/P-DUN/2016 na działalność upowszechniającą naukę
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-b69011eb-661b-41f3-a013-810693aa7edc
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