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Disbond detection with piezoelectric wafer active sensors in RC structures strengthened with FRP composite overlays

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Abstract

The capability of embedded piezoelectric wafer active sensors (PWAS) to perform in-situ nondestructive evaluation (NDE) for structural health monitoring (SHM) of reinforced concrete (RC) structures strengthened with fiber reinforced polymer (FRP) composite overlays is explored. First, the disbond detection method were developed on coupon specimens consisting of concrete blocks covered with an FRP composite layer. It was found that the presence of a disbond crack drastically changes the electromechanical (E/M) impedance spectrum measured at the PWAS terminals. The spectral changes depend on the distance between the PWAS and the crack tip. Second, large scale experiments were conducted on a RC beam strengthened with carbon fiber reinforced polymer (CFRP) composite overlay. The beam was subject to an accelerated fatigue load regime in a three-point bending configuration up to a total of 807,415 cycles. During these fatigue tests, the CFRP overlay experienced disbonding beginning at about 500,000 cycles. The PWAS were able to detect the disbonding before it could be reliably seen by visual inspection. Good correlation between the PWAS readings and the position and extent of disbond damage was observed. These preliminary results demonstrate the potential of PWAS technology for SHM of RC structures strengthened with FRP composite overlays.

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References

  • ACI (1987), Considerations for Design of Concrete Structures Subjected to Fatigue Loading, American Concrete Institute.

  • Ayres T, Chaudhry Z and Rogers C (1996), “Quality Health Monitoring of Steel Bridge Joint via Piezoelectric Actuator/Sensor Patches,” Proceedings, SPIE’s 1996 Symposium on Smart Structures and Integrated Systems, SPIE, 2719: 123–131.

    Google Scholar 

  • Bhalla S and Soh CK (2003), “Structural Impedance Based Damage Diagnosis by Piezo-transducers,” Earthquake Engineering and Structural Dynamics, 32(12): 1897–1916.

    Article  Google Scholar 

  • Bois C and Hochard C (2002), “Measurement and Modeling for the Monitoring of Damaged Laminate Composite Structures,” 1st European Workshop on Structural Health Monitoring, July 10–12, 2002, Paris, France, pp. 425–432.

  • Buyukozturk O and Hearing B (1998), “Failure Behavior of Precracked Concrete Beams Retrofitted with FRP,” ASCE Journal of Composites for Construction, 2(3): 138–144.

    Article  Google Scholar 

  • Cudney HH and Inman DJ (1998), “Piezoelectric Impedance-Based Qualitative Health Monitoring,” 4th ESSM and 2nd MIMR Conference, G. R. Tomlinson and W. A. Bullogh (Editors), Harrogate, U.K., pp. 795–785.

  • Fyfe Company LLC (2000), Tyfo UC Composite Laminate Strip System, Material Specification Sheet.

  • Giurgiutiu V, Reynolds A and Rogers CA (1999), “Experimental Investigation of E/M Impedance Health Monitoring of Spot-Welded Structural Joints,” Journal of Intelligent Material Systems and Structures, Technomic Pub., USA, 10(10): 802–812.

    Article  Google Scholar 

  • Giurgiutiu V and Rogers CA (1999), “Recent Progress in the Application of E/M Impedance Method to Structural Health Monitoring, Damage Detection and Failure Prevention,” 2nd International Workshop of Structural Health Monitoring, Sept. 8–10, 1999, Stanford U., CA, pp. 298–307.

  • Giurgiutiu V and Zagrai AN (2001), “Embedded Self-Sensing Piezoelectric Active Sensors for Online Structural Identification,” ASME Journal of Vibration and Acoustics, 124: 116–125.

    Article  Google Scholar 

  • Giurgiutiu V, Lyons J, Petrou M., Laub D and Whitley S (2001), “Fracture Mechanics Testing of the Bond between Composite Overlays and Concrete Substrate,” Journal of Adhesive Science and Technology, VSP International Science Pub., The Netherlands, 15(11): 1351–1371.

    Article  Google Scholar 

  • Giurgiutiu V, Zagrai AN and Bao J (2002), “Piezoelectric Wafer Embedded Active Sensors for Aging Aircraft Structural Health Monitoring,” Structural Health Monitoring — An International Journal, 1(1): 41–61.

    Article  Google Scholar 

  • Koh YL and Chiu WK (2003), “Numerical Study of Detection of Disbond Growth Under a Composite Repair Patch,” Smart Materials and Structures, 12(4): 633–641.

    Article  Google Scholar 

  • Liang C, Sun FP and Rogers CA (1994), “Coupled Electro-Mechanical Analysis of Adaptive Material System-Determination of the Actuator Power Consumption and System energy Transfer,” Journal of Intelligent Material Systems and Structures, 5: 12–20.

    Article  Google Scholar 

  • Mallick PK (1993), Fiber Reinforced Composites - Materials, Manufacturing, and Design, Marcel Dekker, New York.

    Google Scholar 

  • Park G, Cudney H and Inman DJ (2000), “An Integrated Health Monitoring Technique using Structural Impedance Sensors,” Journal of Intelligent Material Systems and Structures, 11(6): 448–455.

    Google Scholar 

  • Pohl J, Herold S, Mook G and Michel F (2001), “Damage Detection in Smart CFRP Composites Using Impedance Spectroscopy,” Smart Materials and Structures, 10: 834–842.

    Article  Google Scholar 

  • Quattlebaum JB (2003), “Comparison of Three CFRP Flexural Retrofit Systems under Monotonic and Fatigue Loads”. M.S. thesis. Department of Civil and Environmental Engineering, University of South Carolina. 190 pp.

  • Quattlebaum JB, Harries KA and Petrou MF (2004), “Static and Fatigue Behavior of Three CFRP Flexural Retrofit Systems,” submitted to ASCE Journal of Composites in Construction (in review).

  • Saffi Ml and Sayyah T (2001), “Health Monitoring of Concrete Structures Strengthened with Advanced Composite Materials using Smart Piezoelectric Material,” Smart Materials and Structures, 11: 317–329.

    Google Scholar 

  • Sebastian MW (2001), “Significance of Midspan Debonding Failure in FRP-Plated Concrete Beams,” ASCE Journal of Structural Engineering, 127(7): 792–798.

    Article  Google Scholar 

  • Shah SP, Swartz SE and Ouyang C (1995), Fracture Mechanics of Concrete, John Wiley & Sons.

  • Soh CK, Tseng KK-H, Bhalla S and Gupta A (2000), “Performance of Smart Piezoelectric Patches in Health Monitoring of RC Bridge,” Smart Materials and Structures, 9(4): 533–542.

    Article  Google Scholar 

  • Sun FP, Liang C and Rogers CA (1994), “Experimental Modal Testing Using Piezoceramic Patches as Collocated Sensors-Actuators,” Proceeding of the 1994 SEM Spring Conference & Exhibits, Baltimore, MI, June 6–8, 1994.

  • Triantafillou TC and Matthys S (2001), “Flexural Strengthening with Externally Bonded FRP Reinforcement,” Composites in Construction: A Reality, Proceedings of the International Workshop, July 20–21, 2001, Capri, Italy, 194–202.

  • Tseng KK, Tinker ML, Lassiter JO and Peairs DM (2003), “Temperature Dependency of Impedance-based Nondestructive Testing,” Experimental Techniques, 27(5): 33–36.

    Article  Google Scholar 

  • Tseng KT, Basu PK and Wang L (2002), “Damage Identification of Civil Infrastructures Using Smart Piezoceramic Sensors,” 1st European Workshop on Structural Health Monitoring, July 10–12, 2002, Paris, France, pp. 450–457.

  • Williams, J. G. (1984), Fracture Mechanics of Polymers, Ellis Harwood Ltd.

  • Zagrai A and Giurgiutiu V (2001), “Electro-Mechanical Impedance Method for Crack Detection in Thin Plates,” Journal of Intelligent Material Systems and Structures, 12(10): 709–718.

    Article  Google Scholar 

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Correspondence to Victor Giurgiutiu.

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Giurgiutiu, V., Harries, K., Petrou, M. et al. Disbond detection with piezoelectric wafer active sensors in RC structures strengthened with FRP composite overlays. Earthq. Engin. Engin. Vib. 2, 213–223 (2003). https://doi.org/10.1007/s11803-003-0005-9

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  • DOI: https://doi.org/10.1007/s11803-003-0005-9

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