Technical Papers
Jun 6, 2016

Use of DIC and AE for Monitoring Effective Strain and Debonding in FRP and FRCM-Retrofitted RC Beams

Publication: Journal of Composites for Construction
Volume 21, Issue 1

Abstract

The effective strain in composites, along with their potential rupture and debonding, plays a crucial role in predicting the strength of retrofitted reinforced concrete (RC) beams. However, only limited experimental data on these phenomena are available, mainly because of the inadequacy of traditional deformation and strain measurement techniques. This paper presents a comparative analysis of instrumentation for monitoring retrofitted RC elements. In particular, the paper addresses beams retrofitted with composite materials, FRPs (fiber-reinforced polymers), and FRCMs (fiber-reinforced cementitious mortars). It also considers strain gauges, fiber Bragg grating (FBG) sensors, LVDTs, digital image correlation (DIC), and acoustic emission (AE) sensors for monitoring strain, displacement, cracking, and debonding. Experiments on six beams are carried out, and the measured data from the monitoring devices are compared. The accuracy of DIC for strain and displacement monitoring is shown to match the performance of traditional methods, with the added benefit of providing full-field monitoring. The use of AE for detecting cracks and debonding, which is not readily possible using traditional methods, is also demonstrated. This is of particular interest for composite-strengthened RC elements, where accurate measurements of effective strain and debonding of the composite material can lead to the development of more precise design formulas.

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Acknowledgments

This research is part of the Challenging RISK project funded by EPSRC (EP/K022377/1). The authors acknowledge the staff of the Concrete Laboratory at University College London for support during the experimental campaign. The CFRP and FRCM materials used in this experimental campaign were kindly provided by S&P Clever Reinforcement. The VMSCapture software was provided by Prof. Stuart Robson, and LaVision provided an academic license for the DaVIS 8.3 software.

References

ACI (American Concrete Institute). (2008). “Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures.” ACI 440.2 R-08, Farmington Hills, MI.
Akguzel, U., and Pampanin, S. (2010). “Seismic upgrading of exterior beam-column joints using GFRP.” Proc., 14th European Conf. on Earthquake Engineering, Macedonian Association for Earthquake Engineering, Ohrid, Macedonia.
Ali-Ahmad, M., Subramaniam, K., and Ghosn, M. (2006). “Experimental investigation and fracture analysis of debonding between concrete and FRP sheets.” J. Eng. Mech., 914–923.
Attari, N., Amziane, S., and Chemrouk, M. (2012). “Flexural strengthening of concrete beams using CFRP, GFRP and hybrid FRP sheets.” Constr. Build. Mater., 37, 746–757.
Babaeidarabad, S., Loreto, G., and Nanni, A. (2014). “Flexural strengthening of RC beams with an externally bonded fabric-reinforced cementitious matrix.” J. Compos. Constr., 04014009.
Barbara, G., Grzegorz, S., Wieslaw, T., and Aleksandra, K. (2012). “Application of the acoustic emission (AE) method to bridge testing and diagnostics comparison of procedures.” Proc., IEEE Conf. on Prognostics and System Health Management (PHM), Institute of Electrical and Electronics Engineers, 1–10.
Barros, J. A. O., Dias, S. J. E., and Lima, J. L. T. (2007). “Efficacy of CFRP-based techniques for the flexural and shear strengthening of concrete beams.” Cem. Concr. Compos., 29(3), 203–217.
Bisby, L. A., and Stratford, T. J. (2011). “The ultimate condition of FRP confined concrete columns: New experimental observations and insights.” Advances in FRP composites in civil engineering, Springer, Berlin, 599–602.
Bousselham, A. (2010). “State of research on seismic retrofit of RC beam-column joints with externally bonded FRP.” J. Compos. Constr., 49–61.
CNR (Consiglio Nazionale delle Ricerche). (2012). “Guide for the design and construction of externally bonded FRP systems for strengthening existing structures—Materials, RC and PC structures, masonry structures.”, Italy.
Colombo, S., Main, I. G., and Forde, M. C. (2003). “Assessing damage of reinforced concrete beam using ‘b -value’ analysis of acoustic emission signals.” J. Mater. Civ. Eng., 280–286.
Corr, D., Accardi, M., Graham-Brady, L., and Shah, S. (2007). “Digital image correlation analysis of interfacial debonding properties and fracture behavior in concrete.” Eng. Fract. Mech., 74(1–2), 109–121.
CSA (Canadian Standards Association). (2012). “Design and construction of building structures with fibre-reinforced polymers.”, Canada.
DaVis 8.2.1 [Computer software]. LaVision GmbH, Göttingen, Germany.
Degala, S., Rizzo, P., Ramanathan, K., and Harries, K. A. (2009). “Acoustic emission monitoring of CFRP reinforced concrete slabs.” Constr. Build. Mater., 23(5), 2016–2026.
Del Vecchio, C., Di Ludovico, M., Balsamo, A., Prota, A., Manfredi, G., and Dolce, M. (2014). “Experimental investigation of exterior RC beam-column joints retrofitted with FRP systems.” J. Compos. Constr., 04014002.
Dunegan, H., and Harris, D. (1969). “Acoustic emission—A new nondestructive testing tool.” Ultrasonics, 7(3), 160–166.
El-Ghandour, A. A. (2011). “Experimental and analytical investigation of CFRP flexural and shear strengthening efficiencies of RC beams.” Constr. Build. Mater., 25(3), 1419–1429.
Engindeniz, M., Kahn, L. F., and Zureick, A. H. (2005). “Repair and strengthening of reinforced concrete beam-column joints: State of the art.” ACI Struct. J., 102(2), 187–197.
Esfahani, M. R., Kianoush, M. R., and Tajari, A. R. (2007). “Flexural behaviour of reinforced concrete beams strengthened by CFRP sheets.” Eng. Struct., 29(10), 2428–2444.
fib (fédération internationale du Béton). (2001). “Externally bonded FRP reinforcement for RC structures: Technical report on the design and use of externally bonded fibre reinforced polymer reinforcement (FRP EBR) for reinforced concrete structures.”, Lausanne, Switzerland.
Goidescu, C., et al. (2013). “Damage investigation in CFRP composites using full-field measurement techniques: Combination of digital image stereo-correlation, infrared thermography and X-ray tomography.” Compos. Part B: Eng., 15(3), 95–105.
Grosse, C., Reinhardt, H., and Finck, F. (2003). “Signal-based acoustic emission techniques in civil engineering.” J. Mater. Civ. Eng., 274–279.
Gutkin, R., Green, C. J., Vangrattanachai, S., Pinho, S. T., Robinson, P., and Curtis, P. T. (2011). “On acoustic emission for failure investigation in CFRP: Pattern recognition and peak frequency analyses.” Mech. Syst. Signal Proc., 25(4), 1393–1407.
Hollaway, L. (2010). “A review of the present and future utilisation of FRP composites in the civil infrastructure with reference to their important in-service properties.” Constr. Build. Mater., 24(12), 2419–2445.
JCMS (Japan Construction Material Standards). (2003). “Monitoring method for active cracks in concrete by acoustic emission.”, Federation of Construction Material Industries, Japan.
Jiang, G., Dawood, M., Peters, K., and Rizkalla, S. (2010). “Global and local fiber optic sensors for health monitoring of civil engineering infrastructure retrofit with FRP materials.” Struct. Health Mon., 9(4), 309–322.
Kaiser, H., and Karbhari, V. M. (2004). “Non-destructive testing techniques for FRP rehabilitated concrete. I: A critical review.” Int. J. Mat. Prod. Tech., 21(5), 349–384.
Kempf, M., Skrabala, O., and Altstädt, V. (2014). “Reprint of: Acoustic emission analysis for characterisation of damage mechanisms in fibre reinforced thermosetting polyurethane and epoxy.” Compos. Part B: Eng. Damage Mech., 65, 117–123.
Khennouf, D., Dulieu-Barton, J. M., Chambers, A. R., Lennard, F. J., and Eastop, D. D. (2010). “Assessing the feasibility of monitoring strain in historical tapestries using digital image correlation.” Strain, 46(1), 19–32.
Kurtz, S., Balaguru, P., and Helm, J. (2008). “Experimental study of interfacial shear stresses in FRP-strengthened RC beams.” J. Compos. Constr., 312–322.
Lau, K., Yuan, L., Zhou, L., Wu, J., and Woo, C. (2001). “Strain monitoring in FRP laminates and concrete beams using FBG sensors.” Compos. Struct., 51(1), 9–20.
Lee, J.-Y., Hwang, H.-B., and Doh, J.-H. (2012). “Effective strain of RC beams strengthened in shear with FRP.” Compos. Part B: Eng., 43(2), 754–765.
Lee, W. T., Chiou, Y. J., and Shih, M. H. (2010). “Reinforced concrete beam-column joint strengthened with carbon fiber reinforced polymer.” Compos. Struct., 92(1), 48–60.
Lu, S., and Xie, H. (2007). “Strengthen and real-time monitoring of RC beam using ‘intelligent’ CFRP with embedded FBG sensors.” Constr. Build. Mater., 21(9), 1839–1845.
Lu, X. Z., Chen, J. F., Ye, L. P., Teng, J. G., and Rotter, J. M. (2009). “RC beams shear-strengthened with FRP: Stress distributions in the FRP reinforcement.” Constr. Build. Mater., 23(4), 1544–1554.
Maji, A. K., and Sahu, R. (1994). “Acoustic emissions from reinforced concrete.” Exp. Mech., 34(4), 379–388.
Mazzotti, C., Savoia, M., and Ferracuti, B. (2009). “A new single-shear set-up for stable debonding of FRP-concrete joints.” Constr. Build. Mater. FRP Compos. Constr., 23(4), 1529–1537.
Ohno, K., and Ohtsu, M. (2010). “Crack classification in concrete based on acoustic emission.” Special Issue on Fracture, Acoustic Emission and NDE in Concrete (KIFA-5), Constr. Build. Mater., 24(12), 2339–2346.
Ohtsu, M. (2008). “Concrete.” Acoustic emission testing, C. Grosse and M. Ohtsu, eds., Springer, Berlin, 211–237.
Pan, B., Xie, H., Wang, Z., Qian, K., and Wang, Z. (2008). “Study on subset size selection in digital image correlation for speckle patterns.” Optics Exp., 16(10), 7037.
Pohoryles, D. A., and Rossetto, T. (2014). “A critical evaluation of current design guidelines for the seismic retrofit of beam-column joints with FRP.” Proc., 2nd European Conf. on Earthquake Engineering and Seismology, Istanbul.
Robson, S., and Shortis, M. R. (2005). “Vision measurement software (VMS).”.
Sayed, A. M., Wang, X., and Wu, Z. (2014). “Evaluation of effective strain of FRP sheets for shear strengthened RC beams.” Proc., 7th Int. Conf. on FRP Composites in Civil Engineering, Vancouver, BC, Canada.
Shahidan, S., Pulin, R., Muhamad Bunnori, N., and Holford, K. M. (2013). “Damage classification in reinforced concrete beam by acoustic emission signal analysis.” Constr. Build. Mater, 45, 78–86.
Teo, W., and Yin, H. (2014). “Optimized effective strain model for externally bonded FRP shear strengthened RC members.” Proc., 7th Int. Conf. on FRP Composites in Civil Engineering, Vancouver, BC, Canada.
Verbruggen, S., Aggelis, D. G., Tysmans, T., and Wastiels, J. (2014). “Bending of beams externally reinforced with TRC and CFRP monitored by DIC and AE.” Compos. Struct., 112, 113–121.
Wevers, M. (1997). “Listening to the sound of materials: Acoustic emission for the analysis of material behaviour.” NDT E Int., 30(2), 99–106.
Zhang, B., Benmokrane, B., and Nicole, J.-F. (2003). “Laboratory evaluation of fiber-optic sensors for strain monitoring.” J. Mater. Civ. Eng., 381–390.

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Go to Journal of Composites for Construction
Journal of Composites for Construction
Volume 21Issue 1February 2017

History

Received: Dec 2, 2015
Accepted: Mar 31, 2016
Published online: Jun 6, 2016
Discussion open until: Nov 6, 2016
Published in print: Feb 1, 2017

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Authors

Affiliations

Daniel A. Pohoryles [email protected]
Ph.D. Candidate, Dept. of Civil, Environmental and Geomatic Engineering, EPICentre, Univ. College London, Gower St., London WC1E 6BT, U.K. (corresponding author). E-mail: [email protected]
Jose Melo
Research Associate, Dept. of Civil, Environmental and Geomatic Engineering, EPICentre, Univ. College London, Gower St., London WC1E 6BT, U.K.
Tiziana Rossetto
Professor, Dept. of Civil, Environmental and Geomatic Engineering, EPICentre, Univ. College London, Gower St., London WC1E 6BT, U.K.
Matthias Fabian
Postdoctoral Research Fellow, School of Engineering and Mathematical Sciences, City Univ. London, Northampton Square, London EC1V 0HB, U.K.
Colum McCague
Research Associate, School of Engineering and Mathematical Sciences, City Univ. London, Northampton Square, London EC1V 0HB, U.K.
Katerina Stavrianaki
Ph.D. Candidate, Institute for Risk and Disaster Reduction, Univ. College London, Gower St., London WC1E 6BT, U.K.
Ben Lishman
Research Fellow, Institute for Risk and Disaster Reduction, Univ. College London, Gower St., London WC1E 6BT, U.K.
Ben Sargeant
Ph.D. Candidate, Dept. of Civil, Environmental and Geomatic Engineering, Univ. College London, Gower St., London WC1E 6BT, U.K.

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