Assessment of bonding defects in FRP reinforced structures via ultrasonic technique
DOI: https://doi.org/10.20528/cjsmec.2016.08.018
View Counter: Abstract | 2073 times | ‒ Full Article | 459 times |
Full Text:
PDFAbstract
Fiber reinforced polymer (FRP) composite systems are widely used for the rehabilitation of concrete structures such as building that need to resist to seismic loads, bridges that have to carry heavier traffic loads. The technique consists in bonding the composite plate to the concrete surface element in order to increase the flexural capacity. A proper attachment of the FRP plate to the concrete surface is necessary for the efficiency of the load transfer between the reinforcement and the substrate. In this work, the quality of composite bonding is characterized through ultrasonic testing. The proposed technique is relative to a time domain analysis of the ultrasonic signals and couples the Akaike Information Criterion (AIC), used as automatic onset signal detection, and the Equivalent Time-Length (ETL), used as an indicator of the quantity of energy propagating through the bonding. It has been tested both numerically and experimentally, in vitro, using samples with imposed well- known defects.
Keywords
References
Akaike H (1974). Markovian representation of stochastic processes and its application to the analysis of autoregressive moving average processes. Annals of the Institute of Statistical Mathematics, 26(1), 363-387.
http://dx.doi.org/10.1007/BF02479833
Akuthota B, Hughes D, Zoughi R, Myers J, Nanni A (2004). Near-field microwave detection of disbond in carbon fiber reinforced polymer composites used for strengthening cement-based structures and disbond repair verification. Journal of Materials in Civil Engineering, 16(6), 540-546.
http://dx.doi.org/10.1061/(ASCE)0899-1561(2004)16:6(540)
Alleyne DN, Cawley P (1992). The interaction of Lamb waves with defects. IEEE Transactions on Ultrasonics, Ferroelectrics and Frequency Control, 39(3), 381-397.
http://dx.doi.org/10.1109/58.143172
Bastianini F, Di Tommaso A, Pascale G (2001). Ultrasonic non-destructive assessment of bonding defects in composite structural strengthenings. Composite Structures, 53(4), 463-467.
http://dx.doi.org/10.1016/S0263-8223(01)00058-7
Contin A, Cavallini A, Montanari GC, Pasini G, Puletti F (2002). Digital detection and fuzzy classification of partial discharge signals. IEEE Transaction on Dielectrics and Electrical Insulation, 9(3), 335-348.
http://dx.doi.org/10.1109/TDEI.2002.1007695
Cottone A, Giambanco G (2009). Minimum bond length and size effects in FRP-substrate bonded joints. Engineering Fracture Mechanics, 76, 1957-1976.
http://dx.doi.org/10.1016/j.engfracmech.2009.05.007
Degala S, Rizzo P, Ramanathan K, Harries KA (2009). Acoustic emission monitoring of CFRP reinforced concrete slabs. Construction and Building Materials, 23(5), 2016-2026.
http://dx.doi.org/10.1016/j.conbuildmat.2008.08.026
Dong Y, Ansari F (2011). Non-destructive testing and evaluation (NDT/NDE) of civil structures rehabilitated using fiber reinforced polymer (FRP) composites. Service Life Estimation and Extension of Civil Engineering Structures, 193-222.
http://dx.doi.org/10.1533/9780857090928.2.193
Ekenel M, Stephan V, Myers JJ, Zoughi R (2004). Microwave NDE of reinforced concrete beams strengthened with CFRP laminates containing surface defects and tested under cyclic loading. 16th World Conference on Nondestructive Testing, Montreal, Canada, August-September.
Ghose B, Balasubramaniam K, Krishnamurthy CV, Rao AS (2011). Comsol based 2D FEM model for ultrasonic guided wave propagation in symmetrically delaminated unidirectional multi-layered composite structures. Proceedings of the National Seminar & Exhibition on Non-Destructive Evaluation. December 8-10, 2011.
Guideline 30.1R-2008 (2009). Guide for Surface Preparation for the Repair of Deteriorated Concrete Resulting from Reinforcing Steel Corrosion.
Halabe UB, Vasudevan A, Klinkhachorn P, GangaRao HV (2007). Detection of subsurface defects in fiber reinforced polymer composite bridge decks using digital infrared thermography. Nondestructive Testing and Evaluation, 22(2-3), 155-175.
http://dx.doi.org/10.1080/10589750701448381
Jackson D, Islam M, Alampalli S (2000). Feasibility of evaluating the performance of fiber reinforced plastic (FRP) wrapped reinforced concrete columns using ground penetrating RADAR (GPR) and infrared (IR) thermography techniques. Structural Materials Technology IV-An NDT Conference, 390-395.
Kaiser H, Karbhari VM (2003). Identification of potential defects in the rehabilitation of concrete structures with FRP composites. International Journal of Materials and Product Technology, 19(6), 498-520.
http://dx.doi.org/10.1504/IJMPT.2003.003467
Kaiser H, Karbhari VM (2004a). Non-destructive testing techniques for FRP rehabilitated concrete. I: a critical review. International Journal of Materials and Product Technology, 21(5), 349-384.
http://dx.doi.org/10.1504/IJMPT.2004.004996
Kaiser H, Karbhari VM (2004b). Non-destructive testing techniques for FRP rehabilitated concrete. I: an assessment. International Journal of Materials and Product Technology, 21(5), 385-401.
http://dx.doi.org/10.1504/IJMPT.2004.004997
Kessler SS, Spearing SM, Soutis C (2002). Damage detection in composite materials using Lamb wave methods. Smart Materials and Structures, 11(2), 269.
http://dx.doi.org/10.1088/0964-1726/11/2/310
Kundu T, Ehsani M, Maslov KI, Guo D (1999). C-scan and L-scan generated images of the concrete/GFRP composite interface. NDT & E International, 32(2), 61-69.
http://dx.doi.org/10.1016/S0963-8695(98)00044-9
Kurz JH, Grosse CU, Reinhardt HW (2005). Strategies for reliable automatic onset time picking of acoustic emissions and ultrasound signals in concrete. Ultrasonics, 43(7), 538-546.
http://dx.doi.org/10.1016/j.ultras.2004.12.005
Lestari W, Qiao P (2005). Application of wave propagation analysis for damage identification in composite laminated beams. Journal of Composite Materials, 39(22), 1967-1984.
http://dx.doi.org/10.1177/0021998305052021
Maeda N (1985). A method for reading and checking phase times in auto-processing system of seismic wave data. Zisin (=Jishin), 38(3), 365-379.
Mahmoud AM, Ammar HH, Mukdadi OM, Ray I, Imani FS, Chen A, Davalos JF (2010). Non-destructive ultrasonic evaluation of CFRP-concrete specimens subjected to accelerated aging condition. NDT & E International, 43(7), 635-641.
http://dx.doi.org/10.1016/j.ndteint.2010.06.008
Mirmiran A, Shahawy M, Echary HE (1999). Acoustic emission monitoring of hybrid FRP-concrete columns. Journal of Engineering Mechanics, 125(8), 899-905.
http://dx.doi.org/10.1061/(ASCE)0733-9399(1999)125:8(899)
Mirmiran A, Wei Y (2001). Damage assessment of FRP-encased concrete using ultrasonic pulse velocity. Journal of Engineering Mechanics, 127(2), 126-135.
http://dx.doi.org/10.1061/(ASCE)0733-9399(2001)127:2(126)
Reuss A (1929). Berchnung der Fliegrenze von Mischkristallen auf Grund der Plastizittsbedingung fr Einkristalle. Zeitschrift fr Angewandte Mathematik und Mechanik, 9(1), 49-58 (in German).
http://dx.doi.org/10.1002/zamm.19290090104
Shih JKC, Tann DB, Hu CW, Delpak R, Andreou E (2003). Remote sensing of air blisters in concrete-FRP bond layer using IR thermography. International Journal of Materials and Product Technology, 19(1-2), 174-187.
http://dx.doi.org/10.1504/IJMPT.2003.003545
Su Z, Ye L, Lu Y (2006). Guided Lamb waves for identification of damage in composite structures: A review. Journal of Sound and Vibration, 295(3), 753-780.
http://dx.doi.org/10.1016/j.jsv.2006.01.020
Toti J, Marfia S, Sacco E (2013). Coupled body-interface nonlocal damage model for FRP detachment. Computer Methods in Applied Mechanics and Engineering, 260, 1-23.
http://dx.doi.org/10.1016/j.cma.2013.03.010
Voigt W (1889). Ueber die Beziehung zwischen den beiden Elasticittsconstanten isotroper Krper. Annalen der Physik, 274(12), 573-587 (in German).
http://dx.doi.org/10.1002/andp.18892741206
---
Peer-review under responsibility of the organizing committee of ICEM17.








