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Ultrasound monitoring for evaluation of damage in reinforced concrete

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Treść / Zawartość
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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
The paper deals with automated monitoring of damage evolution in concrete elements subjected to three-point bending tests. The monitoring is based on the nonlinear interactions of traveling ultrasonic waves with micro-crack zones inside the concrete specimens and surface-breaking cracks. The developed procedure assumes semi-continuous ultrasonic testing during the element full loading cycle and generation of the power spectral density maps for the on-line assessment of the degradation process. Two damage indicators are introduced to evaluate micro- and macro-damage. The preliminary experimental results show that the proposed automated monitoring system provides an effective method for the evaluation of progressive damage in concrete.
Rocznik
Strony
65--75
Opis fizyczny
Bibliogr. 23, tab., wykr., fot.
Twórcy
autor
  • Department of Structural Mechanics, Faculty of Civil and Environmental Engineering, Gdansk University of Technology, 11/12 Narutowicza St., 80-233 Gdańsk, Poland
autor
  • Department of Structural Mechanics, Faculty of Civil and Environmental Engineering, Gdansk University of Technology, 11/12 Narutowicza St., 80-233 Gdańsk, Poland
Bibliografia
  • [1] D.G. Aggelis and T. Shiotani, “Repair evaluation of concrete cracks using surface and through-transmission wave measurements”, Cement & Concrete Composites 29, 700-711 (2007).
  • [2] K. Ohno and M. Ohtsu, “Crack classification in concrete based on acoustic emission”, Construction and Building Materials 24, 2339-2346 (2010).
  • [3] H.-D. Yun, W.-C. Choi, and S.-Y. Seo, “Acoustic emission activities and damage evaluation of reinforced concrete beams strengthened with CFRP sheets”, NDT&E Int. 43, 615-628 (2010).
  • [4] L. Gołaski, B. Goszczyńska, G. Świt, and W. Trąmpczyński, “System for the global monitoring and evaluation of damage processes developing within concrete structure under service load”, The Baltic J. Road and Bridge Engineering 7, 237-245 (2012).
  • [5] M.R. Clark, D.M. McCann, and M.C. Forde, “Application of infrared thermography to the non-destructive testing of concrete and masonry bridges”, NDT&E Int. 36, 265-275 (2003).
  • [6] C.-C. Cheng, T.-M. Cheng, and C.-H. Chiang, “Defect detection of concrete structures using both infrared thermography and elastic waves”, Automation in Construction 18, 87-92 (2008).
  • [7] V. Pérez-Gracia, F. Garc´ıa Garc´ıa, and I. Rodriguez Abad, “GPR evaluation of the damage found in the reinforced concrete base of a block of flats: A case study”, NDT&E Int. 41, 341-353 (2008).
  • [8] J. Hugenschmidt, A. Kalogeropoulos, F. Soldovieri, and G. Prisco, “Processing strategies for high-resolution GPR concrete inspections”, NDT&E Int. 43, 334-342 (2010).
  • [9] B.H. Hertlein, “Stress wave testing of concrete: A 25-year review and a peek into the future”, Construction and Building Materials 38, 1240-1245 (2013).
  • [10] S. Iyer, S.K. Sinha, M.K. Pedrick, and B.R. Tittmann, “Evaluation of ultrasonic inspection and imaging systems for concrete pipes”, Automation in Construction 22, 149-164 (2012).
  • [11] J. Hoła, Ł. Sadowski, and K. Schabowicz, “Nondestructive identification of delaminations in concrete floor toppings with acoustic methods”, Automation in Construction 20, 799-807 (2011).
  • [12] Y. Yang, G. Cascante, and M.A. Polak, “Depth detection of surface-breathing crack in concrete plates using fundamental Lamb modes”, NDT&E Int. 42, 501-512 (2009).
  • [13] P. Antonaci, C.L.E. Bruno, A.S. Gliozzi, and M. Scalerandi, “Monitoring evolution of compressive damage in concrete with linear and nonlinear ultrasonic methods”, Cement and Concrete Research 40, 1106-1113 (2010).
  • [14] A.A. Shah and Y. Ribakov, “Damage detection in concrete using nonlinear signal attenuation ultrasound”, Latin American J. Solids and Structures 9, 713-730 (2012).
  • [15] H.J. Yim, J. H. Kim, S.-J. Park, and H.-G. Kwak, “Characterization of thermally damaged concrete using a nonlinear ultrasonic method”, Cement and Concrete Research 42, 1438-1446 (2012).
  • [16] M. Molero, S. Aparicio, G. Al-Assadi, M.J. Casati, M.G. Hernández, and J.J. Anaya, “Evaluation of freeze-thaw damage in concrete by ultrasonic imaging”, NDT&E Int. 52, 86-94 (2012).
  • [17] C.-W. In, R. B. Holland, J.-Y. Kim, K.E. Kurtis, L.F. Kahn, and L.J. Jacobs, “Monitoring and evaluation of self-healing in concrete using diffuse ultrasound”, NDT & E Int. 57, 36-44 (2013).
  • [18] H. Su, J. Hu, J. Tong, and Z. Wen, “Rate effect on mechanical properties of hydraulic concrete flexural-tensile specimens under low loading rates using acoustic emission technique”, Ultrasonics, 52, 890-904 (2012).
  • [19] Y. Li, C.-e. Sui and Q.-j. Ding, “Study on the cracking process of cement-based materials by AC impedance method and ultrasonic method”, J. Nondestructive Evaluation 31, 284-291 (2012).
  • [20] R.S. Adhikari, O. Moselhi, and A. Bagchi, “Image-based retrieval of concrete crack properties for bridge inspection”, Automation in Construction 39, 180-194 (2014).
  • [21] M. Rucka and K. Wilde, “Experimental study on ultrasonic monitoring of splitting failure in reinforced concrete”, J. Nondestructive Evaluation 32, 372-383 (2013).
  • [22] V. Giurgiutiu, Structural Health Monitoring with Piezoelectric Wafer Active Sensors, Academic Press, Amsterdam, 2008.
  • [23] Signal Processing ToolboxTM run under MATLABr 7.13 (The MathWorks Inc., Natck, MA, New York).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-c573f368-48ca-4d0b-a94f-bde3dcad35ae
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