Monitoring of active destructive processes as a diagnostic tool for the structure technical state evaluation

• Autorzy: Goszczyńska B. , Świt G. , Trąmpczyński W.
• Języki publikacji: EN

Abstrakty

EN

In this paper, a global monitoring system based on the measurement of acoustic emission (AE) due to active deterioration processes is presented. This allows us to examine the entire volume of an element and to locate and identify the type and the dynamics of the deterioration processes under service conditions. The resulting data are used to determine and locate the damage processes that are dangerous in construction made of pre-stress concrete, steel and fiber glass and to assess the general condition of the structure.

Słowa kluczowe

EN

monitoring; destructive process; destructive process location; model AE database for damage processes; service load

• Wydawca: Polska Akademia Nauk, Wydział IV Nauk Technicznych
• Czasopismo: Bulletin of the Polish Academy of Sciences. Technical Sciences
• Rocznik: 2013
• Tom: Vol. 61, nr 1
• Strony: 97--109
• Opis fizyczny: Bibliogr. 32 poz., rys., tab.

Twórcy

autor

Goszczyńska B.

autor

Świt G.

autor

Trąmpczyński W.

• Faculty of Civil and Environmental Engineering, Kielce University of Technology, Al. Tysiąclecia Państwa Polskiego 7, 25-314 Kielce, Poland

Bibliografia

• [1] K. Flaga, “Diagnostics, modernisation and rehabilitation of concrete bridges”, Proc. 56 Scientific Conf. 1, 123-156 (2010), (in Polish).
• [2] J. Bień, “Durability of bridges in European research projects”, Proc. 56 Scientific Conf. 1 , 41-56 (2010), (in Polish).
• [3] M. Łagoda, “Development trends in diagnostics and monitoring of bridges in Europe” Proc. 56 Scientific Conf. 1, 291-300 (2010), (in Polish).
• [4] K. Ono, “Aplication of acoustic emission for structure diagnostic”, Proc. 56 Scientific Conf. 1, 291-300, 317-342 (2010).
• [5] A.M. Brandt, “On the durability of concrete structures”, Proc. Int. Symp. CanMet’05 and Mindess Symposium 1, 441 (2005).
• [6] A. Nair and C.S. Cai “Acoustic emission monitoring of bridges: review and case studies”, Eng. Structures 32, 1704-1714 (2010).
• [7] J. Hoła and K. Schabowicz, “Nondestructive diagnostic testing of building structures. Survey of selected state-of-art techniques with application examples” Proc. 56 Scientific Conf. 1, 189-206, (2010), (in Polish).
• [8] I.G. Main, M.C. Forde, and J. Halliady, “Acoustic emission on bridges: experiments on concrete beams”, EWGAE 25th Eur. Conf. on Acoustic Emission Testing 1, I/127-I/134 (2002).
• [9] M.J. Ing, S.A. Austin and R. Lyons, “Cover zone properties influencing acoustic emission due to corrosion”, Cement andConcrete Research 35 (2), CD-ROM (2005).
• [10] J. Hoła and K. Schabowicz, “Methodology of neural identification of strength of concrete”, ACI Materials J. 102 (6), CD-ROM (2005)
• [11] J. Hoła and K. Schabowicz, “Nondestructive elastic-wave tests of post-tensioned concrete girders in road bridge”, 17th WorldConf. on Nondestructive Testing 1, CD-ROM (2008).
• [12] S. Granger, A. Loukili, G. Pijaudier-Cabot, and G. Chanvillard, “Experimential characterization on the self-healing of cracks in an ultra high performance cementitious material: mechanical test and acoustic emission analysis”, Cement and ConcreteResearch 37, 519-527 (2007).
• [13] Ch.U. Grosse and F. Finck, “Quantitive evaluation of fracture processes in concrete using signal-based acoustic emission techniques”, Cement and Concrete Research 28, 284-295 (2006).
• [14] M.J. Ing, S.A. Austin, and R. Lyons, “Cover zone properties influencing acoustic emission due to corrosion”, Cement andConcrete Research 35 (2), CD-ROM (2005).
• [15] L. Gołaski, G. Świt, M. Kalicka, and K. Ono, “Acoustic nondestructive techniques as a new method for evaluation of damages in prestressed concrete structures: failure of concrete structures”, J. Acoustic Emission 24, 187-195 (2006).
• [16] G. Świt, “Diagnostic of presterssed concrete structures by means of acoustic emission”, 8th ICRM’S 2009, Proc. IEEE 1, 958-962 (2009).
• [17] L. Gołaski, B. Goszczyńska, G. Świt, and W. Trąmpczyński, “System for the global monitoring and evaluation of damage processes developing within concrete structures under service loads”, Baltic J. Road and Bridge Eng. 7 (4), 23-28 (2012).
• [18] G. Świt, W. Trąmpczyński, and L. Płonecki, “Application of acoustic emission method for diagnosis of large dimensions machines”, Mechanical Review 10/11, 27-32 (2011), (in Polish).
• [19] G. Świt, Analysis of the Destructive Processes in Bridge ofBeams Prestressed with the Phenomenon of Acoustic Emission, Kielce University of Technology, Kielce, 2011, (in Polish).
• [20] B. Goszczyńska, G. Świt, W. Trąmpczyński, A. Krampikowska, J. Tworzewska, and P. Tworzewski, “Experimental validation of concrete crack identification and location with acoustic emission method”, Archives of Civil and Mechanical Eng. 12 (1), 23-28 (2012).
• [21] L. Gołaski, B. Goszczyńska, G. Świt, and W. Trąmpczyński, Method to Test and/or Monitor Damage Processes in the SteelStructures Subjected to Load, Patent application no. 394641 (2011).
• [22] Signal Processing and Pattern Recognition of AE Signatures. Experimental Analysis of Nano and Engineering Materials andStructures, Springer, Amsterdam, 2007.
• [23] M. Nowak, I. Baran, J. Schmidt, and K. Ono, “Acoustic emission method for solving problems in double-bottom storage tanks”, J. Acoustic Emission 27, 153-158 (2009).
• [24] M. Nowak, I. Baran, J. Schmidt, and Z. Plochocki, “Application of acoustic emission in control of high-pressure pipe overstraining”, Advanced Materials Research 13-14, 153-158 (2006).
• [25] M. Nowak, I. Baran, and J. Schmidt, “Application of AE technique for detection of leakages in double-bottom structure of above-ground storage tank”, 48th AEWG Conf. TX, CD-ROM (2005).
• [26] A. Zagorski, W. Spychalski, and K.J. Kurzydłowski, “The use of non-destructive tests for detecting delamination arising in the petrochemical installations”, Protection against corrosion 1, 9 (2008), (in Polish).
• [27] J. Płowiec, J. Szlagowska, K. Paradowski, G. Wojas, A. Zagorski, W. Spychalski, and K.J. Kurzydłowski, “Modern nondestructive test methods for evaluating the hydrogen degradation”, IV Int. Symp. Destruction of Materials and Constructions 1, CD-ROM (2007), (in Polish).
• [28] A. Khennane and R.E. Melchers, “Meso-scale finite element model for environmental stress corrosion of GFRP”, ProcFourth Australasian Congress on Applied Mechanics 1, 573-578 (2005).
• [29] T.J. Myers, H.K. Kyt¨omaa, and T.R. Smith, “Environmental stress-corrosion cracking of fiberglass: Lessons learned from failures in the chemical industry”, J. Hazardous Materials 142 (3), 695-704 (2007).
• [30] G. Swit, “Evaluation of compliance change in concrete beams reinforced by GRP using AE”, J. Materials in Civil Eng. 16 (5), 414-419 (2004).
• [31] G. Świt, “Durability of stressed E glass fibre in alkaline medium. Recent development in durability analysis of composite systems”, Proc. 4th Int. Conf. DURACOSYS’99 1, CD-ROM (2000).
• [32] V. Pauchard, F. Grosjean, H. Campion-Boulharts, and A. Chateauminois, “Application of a stress-corrosion-cracking model to an analysis of the durability of glass/epoxy composites in wet environments”, Composites Science and Technology 62, 493-498 (2002).