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Analysis of the process of crack initiation and evolution in concrete with acoustic emission testing

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Języki publikacji
EN
Abstrakty
EN
Application of the acoustic emission method (IADP), to the analysis of crack initiation and growth in concrete and reinforced concrete beams is presented in the paper. This method is based on the idea that every active destructive process becomes a source of acoustic emission. Comparing AE signals, generated within structures under service load, with previously created database, one can identify the processes of active deterioration occurring in an element. They can be located on the basis of the difference in the time, that AE signal reaches the sensors with known wave velocity. Because the cracking process (micro-cracking) occurs in concrete already at the maturing stage, experiments were performed on unloaded concrete members just after concreting (when shrinkage occur) as well as on concrete beams (in technical scale) subjected to continuous loading. It was found that using the IADP method, it was possible to detect and locate creation of micro-cracks (not visible on the member surface) and initiation and growth of cracks, which are visible on the element surface.
Rocznik
Strony
134--143
Opis fizyczny
Bibliogr. 26 poz., wykr.
Twórcy
  • Kielce University of Technology, Civil Engineering and Architecture Department, Al. 1000-lecia P.P. 725-314 Kielce, Poland
Bibliografia
  • [1] T. Godycki-Cwirko, The Mechanics of Concrete, Arkady, Warszawa, 1982(in polish).
  • [2] M.F. Kaplan, Crack propagation and the fracture concrete, ACI Journal Proceedings 58 (11) (1961) 591–610.
  • [3] Z.P. Bazant, Concrete fracture models: testing and practice, Engineering Fracture Mechanics 69 (2002) 165–205.
  • [4] Z. Yang, J. Chen, Fully automatic modeling of cohesive discrete crack propagation in concrete beams using local arc-length methods, International Journal of Solids Structures 41 (2004) 801–826.
  • [5] P. Rossi, S. Richer, Numerical modeling of concrete cracking based on a stochastic approach, Materials and Structures 20 (1987) 334–337.
  • [6] M. Knauff, Calculations for Reinforced Concrete Structures in Accordance with Eurocode 2, PWN, Warszawa, 2012 (in polish).
  • [7] B. Goszczyńska, Description of empirical process of crack initiation in framework of probabilistic theory, Archiwum Inżynierii Lądowej XLVIII (4) (2002) 405–423.
  • [8] A. Mielnik, Tests stresses, micro cracks and other parameters of reinforced concrete beams by help of sonic gauges (Electrophonoscope), in: Proceedings of the XIKNPZITB and KILW PAN Scientific Conference, 1965, pp. 145–150 (in polish).
  • [9] 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.
  • [10] T. Uomoto, T. Taketo, Application of acoustic emission to the field of concrete engineering, Journal of Acoustic Emission 6 (3) (1987) 137–144.
  • [11] J. Ranachowski, F. Rajmund, Z. Librant, The investigation of Brittle Materials using the Acoustic Emission Method on the Example of Ceramics and Concrete, IPPT PAN, Warszawa 32–102 (in polish).
  • [12] J. Hoła, Acoustic-emission investigation of failure of high- strength concrete, Archives of Acoustics 24 (2) (1999) 233–244.
  • [13] A Procedure for Acoustic Emission Monitoring of Pre stressed Concrete Girders, Draft B, The Ferguson Structural Engineering Laboratory, The University of Texas at Austin in Texas Department of Transportation, Austin TX 2001, pp. 1–28.
  • [14] B.V. Tinkey, T. J. Fowler, R. E. Klingner, Nondestructive Testing of Prestressed Bridge Girders with Distributed Damage, Research Report 1857-2, Center for Transportation Research, The University of Texas at Austin, 2002.
  • [15] Monitoring Metod for Active Cracks in Concrete by Acoustic Emission, Federation of Construction Materials Industries, JCMS-III B5706k, Japan 2003, pp.23–28.
  • [16] T. Suzuki, H. Watanabe, M. Ohtsu, Damage evaluation in concrete using acoustic emission method, in: Proceedings of the 6th Fareast Conference on Non-Destructive Testing, 2002, pp. 111–116.
  • [17] S. Yuyama, T. Okamoto, M. Shigeiski, M. Ohtsu, T. Kisi, A Proposed Standard for Evaluating Integrity of Reinforced Concrete Beams by Acoustic Emission: Standard and Technology Update, ASTMSTP 1353, American Society for Testing and Materials, West Conshohocken, 1999.
  • [18] G. Świt, Predicting Failure Processes for Bridge – Type Structures Made of Prestressed Concrete Beams using the Acoustic Emission Method, Wydawnictwo Politechniki Świętokrzyskiej, Kielce, 2011 (in polish).
  • [19] B. Goszczyńska, G. Świt, W. Trąmpczyński, A. Krampikowska, Application of the acoustic emission to bridge testing and diagnosis; comparison of procedures, in: IEEE Xplore-Proceedings of the IEEE, 2012, pp.1–10, ISBN0018-9219.
  • [20] L. Gołaski, G. Świt, M. Kalicka, K. Ono, Acoustic non destructive techniques as anew method for evaluation of damages in pre stressed concrete structures: failure of concrete structures, Journal of Acoustic Emission 24 (2006) 187–195.
  • [21] L. Gołaski, B. Goszczyńska, G. Świt, W. Trąmpczyński, System for the global monitoring and evaluation of damage processes developing with in concrete structures under service load, The Baltic Journal of Road and Bridge Engineering 7 (4) (2012) 237–245.
  • [22] B. Goszczyńska, G. Świt, W. Trąmpczyński, A. Krampikowska, J. Tworzewska, P. Tworzewski, Experimental validation of concrete crack initiation and location with acoustic emission method, Archives of Civil and Mechanical Engineering 12 (1) (2012) 23–28.
  • [23] B. Goszczyńska, G. Świt, W. Trąmpczyński, A. Krampikowska, J. Tworzewska, P. Tworzewski, Experimental verification of the acoustic emission (AE) method for the cracking process determination and location in concrete elements, in: IABSE Rotterdam Conference Report, vol. 99, 2013, pp. 150–151.
  • [24] K. Flaga, Shrink age Stress and Anti-Shrinkage Reinforcement in Concrete Structures, Politechnika Krakowska (Inżynieria Lądowa), Kraków, 2011 (in polish).
  • [25] A. Brandt, Diagnosis of Concrete and High Performance Concrete by Structural Analysis, IPPT PAN, Warszawa 13–39 (in polish).
  • [26] B. Goszczyńska, G. Świt, W. Trąmpczyński, K. Bacharz, M. Godowska, A. Krampikowska, Identification of acoustic emission signals in unloaded concrete, in: Proceedings 58th Annual Conference on Scientific Problems of Civil Engineering, Krynica – Rzeszów 2012, pp. 202–203.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-6dc880f9-7a37-4221-9009-f00e3dfe6d15
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