Extended Digital Image Correlation Method for Mapping Multiscale Damage in Concrete
Publication: Journal of Materials in Civil Engineering
Volume 29, Issue 10
Abstract
This paper presents a novel extended digital image correlation (EDIC) method for mapping multiscale damage in concrete. The EDIC method is developed based on the distance transformation algorithm, which extends the capability of current digital image correlation (DIC) in detecting microdamage. Applications of the EDIC in mapping multiscale damage in concrete specimens are given in this paper, which proves the capability of the EDIC in detecting such damage. This novel EDIC technology can be used for further research on material damages and for improving safety assessment through detection of microdamage in industrial applications.
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Acknowledgments
The authors would like to acknowledge BAE Systems Surface Ships Limited, London, U.K., for supporting this research and for their permission to publish this article.
References
Chen, J., Zhang, X., Zhan, N., and Hu, X. (2010). “Deformation measurement across crack using two-step extended digital image correlation method.” Opt. Lasers Eng., 48(11), 1126–1131.
Coburn, D., and Slevin, J. A. (1993). “Development of a digital speckle correlation system for use in the non-destructive testing of advanced engineering ceramics.” Key Eng. Mater., 86, 237–244.
Dai, Y. Z., Tay, C. J., and Chiang, F. P. (1991). “Determination of the plastic zone by laser-speckle correlation.” Exp. Mech., 31(4), 348–352.
Davis, L. S. (2011). User manual 8 of Lavision camera, LaVision, Ypsilanti, MI.
Enfedaque, A., Alberti, M. G., and Galvez, J. C. (2016). “The influence of additions in the use of glass fibre reinforced cement as a construction material.” Mater. Sci. Appl., 7(02), 89.
Jacobsen, J. S., Poulsen, P. N., Olesen, J. F., and Krabbenhoft, K. (2013). “Constitutive mixed mode model for cracks in concrete.” Eng. Fract. Mech., 99, 30–47.
Kiani, K., and Shodja, H. M. (2011). “Prediction of the penetrated rust into the microcracks of concrete caused by reinforcement corrosion.” Appl. Math. Modell., 35(5), 2529–2543.
Lecompte, D., Vantomme, J., and Sol, H. (2006). “Crack detection in a concrete beam using two different camera techniques.” Struct. Health Monit., 5, 59–68.
Lu, Y. B., and Li, Q. M. (2011). “About the dynamic uniaxial tensile strength of concrete-like materials.” Int. J. Impact Eng., 38(4), 171–180.
Lyons, J. S., Liu, J., and Sutton, M. A. (1996). “High-temperature deformation measurements using digital-image correlation.” Exp. Mech., 36(1), 64–70.
MAPEI SpA Italy. (2015). “The deterioration of concrete.” ⟨http://www.mapei.com/public/IT/linedocument/degrado_cls-gb.pdf⟩.
MATLAB [Computer software]. MathWorks, Natick, MA.
Melenka, G. W., and Carey, J. P. (2015). “Evaluation of fibre reinforced cement using digital image correlation.” PloS One, 10(6), e0128644.
Mosley, B., Bungey, J., and Hulse, R. (2007). Reinforced concrete design to Eurocode 2., 6th Ed., Palgrave Macmillan, Basingstoke, U.K.
Nguyen, T. L., Hall, S. A., Vacher, P., and Viggiani, G. (2011). “Fracture mechanisms in soft rock: Identification and quantification of evolving displacement discontinuities by extended digital image correlation.” Tectonophysics, 503(1), 117–128.
Ortiz, M. (1987). “An analytical study of the localized failure modes of concrete.” Mech. Mater., 6(2), 159–174.
Réthoré, J., Hild, F., and Roux, S. (2008a). “Extended digital image correlation with crack shape optimization.” Int. J. Numer. Methods Eng., 73(2), 248–272.
Réthoré, J., Roux, S., and Hild, F. (2007). “From pictures to extended finite elements: Extended digital image correlation (X-DIC).” Comptes Rendus Mécanique, 335(3), 131–137.
Réthoré, J., Tinnes, J. P., Roux, S., Buffière, J. Y., and Hild, F. (2008b). “Extended three-dimensional digital image correlation (X3D-DIC).” Comptes Rendus Mécanique, 336(8), 643–649.
Robertson, M. A., Borman, S., and Stevenson, R. L. (1999). “Dynamic range improvement through multiple exposures.” Proc., Int. Conf. on Image Processing (ICIP’99), Vol. 3, Cambridge University Press, Cambridge, U.K., 159–163.
Srikar, G., Anand, G., and Prakash, S. S. (2016). “A study on residual compression behavior of structural fibre reinforced concrete exposed to moderate temperature using digital image correlation.” Int. J. Concr. Struct. Mater., 10(1), 75–85.
Sutton, M. A., Orteu, J. J., and Schreier, H. W. (2009). Image correlation for shape, motion and deformation measurements, Vol. 10, Springer, New York, 978.
Sutton, M. A., Yan, J. H., Tiwari, V., Schreier, H. W., and Orteu, J. J. (2008). “The effect of out-of-plane motion on 2D and 3D digital image correlation measurements.” Opt. Lasers Eng., 46(10), 746–757.
Tung, S. H., and Sui, C. H. (2010). “Application of digital-image-correlation techniques in analysing cracked cylindrical pipes.” Sadhana, 35(5), 557–567.
Vrech, S. M., and Etse, G. (2012). “Discontinuous bifurcation analysis in fracture energy based gradient plasticity for concrete.” Int. J. Solids Struct., 49(10), 1294–1303.
Wolf, J., Pirskawetz, S., and Zang, A. (2015). “Detection of crack propagation in concrete with embedded ultrasonic sensors.” Eng. Fract. Mech., 146, 161–171.
Wu, S., Chen, X., and Zhou, J. (2012). “Tensile strength of concrete under static and intermediate strain rates: Correlated results from different testing methods.” Nucl. Eng. Des., 250, 173–183.
Zink, A. G., Davidson, R. W., and Hanna, R. B. (1995). “Strain measurement in wood using a digital image correlation technique.” Wood Fibre Sci., 27(4), 346–359.
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©2017 American Society of Civil Engineers.
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Received: Apr 20, 2016
Accepted: Apr 11, 2017
Published online: Jul 12, 2017
Published in print: Oct 1, 2017
Discussion open until: Dec 12, 2017
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