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Abstrakty
The study presents the analysis of the process of crack formation and crack width growth in statically determinate and hyperstatic reinforced concrete beams with the IADP acoustic emission method. The beams were subjected to the monotonic, variable with unloading, and variable cyclic loading schemes. The criteria of structural damage were established to account for the structure durability.
Rocznik
Tom
Strony
55--63
Opis fizyczny
Bibliogr. 20, tab., wykr., rys.
Twórcy
autor
- Faculty of Civil Engineering and Architecture, Kielce University of Technology, 7 Tysiąclecia Państwa Polskiego Ave., 25-314 Kielce, Poland
autor
- Faculty of Civil Engineering and Architecture, Kielce University of Technology, 7 Tysiąclecia Państwa Polskiego Ave., 25-314 Kielce, Poland
autor
- Faculty of Civil Engineering and Architecture, Kielce University of Technology, 7 Tysiąclecia Państwa Polskiego Ave., 25-314 Kielce, Poland
Bibliografia
- [1] A. Ajdukiewicz, “Some aspects of durability and impact on the environment in concrete structures design”, Building Review 2, 20-28 (2011), (in Polish).
- [2] J. Hoła and 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), 5-18 (2010).
- [3] K. Ono, “Application of acoustic emission for structure diagnosis”, Diagnostics 2 (56), 3-18 (2011).
- [4] 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, Prague I, I/127-I/134 (2002).
- [5] 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).
- [6] Ch. Grosse and F. Finck, “Quantitative evaluation of fracture processes in concrete using signal-based acoustic emission techniques”, Cement and Concrete Research 28, 284-295 (2006)
- [7] S. Granger, A. Loukili, G. Pijaudier-Cabot, and G. Chanvillard, “Experimental characterization of the self-healing of cracks in an ultra high performance cementitious material: mechanical test and acoustic emission analysis”, Cement and Concrete Research 37, 519-527 (2007).
- [8] J. Hoła, L. Sadowski, and K. Schabowicz, “Non-destructive identification of delamination in concrete floor toppingswith acoustic methods”, Automation in Construction 20 (7), 799-807 (2011).
- [9] G. Świt, Predicting Failure Processes for Bridge - Type Structures Made of Prestressed Concrete Beams Using the Acoustic Emission Method, Kielce University of Technology Kielce, Kielce, 2011, (in Polish).
- [10] B. Goszczyńska, G. Świt, W. Trąmpczyński, A. Krampikowska, J. Tworzewska, and P. Tworzewski, “Experimental validation of concrete crack identification and location with the acoustic emission method”, Archives of Civil and Mechanical Engineering 12 (1), 23-28 (2012).
- [11] 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”, The Baltic J. Road and Bridge Engineering 7 (4), 237-245 (2012).
- [12] Z. Ranachowski, “Application of acoustic emission to fault diagnosis in civil engineering”, Roads and Bridges 2, 65-87 (2012), (in Polish).
- [13] 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, 97-108 (2013).
- [14] B. Goszczyńska, “Analysis of the process of crack initiation and evolution in concrete with acoustic emission testing”, Archives of Civil and Mechanical Engineering 14 (2), 134-143 (2014).
- [15] T. Krykowski and A. Zybura, “Modeling of the environmental conditions effect on the reinforcement corrosion rate in concrete”, Cement Lime Concrete 19 (3), 166-173 (2014).
- [16] K. Nagrodzka-Godycka and P. Piotrkowski, “Experimental study of dapped-end beams subjected to inclined load”, ACI Structural J. 1 (109), 11-20 (2012).
- [17] B. Goszczyńska, W. Trąmpczyński, K. Bacharz, M. Bacharz, J. Tworzewska, and P. Tworzewski, “The experimental analysis of the spatial deformation of reinforced concrete beams with use of 3D optical scanner”, Engineering and Building 3, 152-156 (2014), (in Polish).
- [18] W. Kuczyński, Concrete Structures. Continual Theory of Bending of Reinforced Concrete, PWN, Warsaw, 1971, (in Polish).
- [19] S. Goszczyński, Theory of Continual Changes in Stiffness with Use of Stochastic Model of Reinforced Concrete, Kielce University of Technology, Kielce, 1986, (in Polish).
- [20] M. Iwański and A. Chomicz-Kowalska, “Laboratory study on mechanical parameters of foamed bitumen mixtures in the cold cycling technology”, 11th Int. Conf. on Modern Building Materials, Structure and Techniques, Procedia Engineering 57, 433-442 (2013).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-17b5f2be-e810-49ff-a048-c5a70ade1728