Technical Papers
Dec 24, 2021

Segmentation Method for Enhancing the Continuity and Integrality of Microcracks in Concrete Fracture XCT Image

Publication: Journal of Materials in Civil Engineering
Volume 34, Issue 3

Abstract

The integrality and connectivity of detected cracks are critical to quantitatively analyzing the fracture patterns of cementitious materials using X-ray computed tomography (XCT). Owing to noise, uneven gray values, pores, and other additions with gray values similar to those of the cracks in the raw images, image segmentation results of microcracks always have poor continuity and integrality. In this paper, a sophisticated image processing method is proposed to detect integral microcracks in XCT images accurately, and a reconnecting algorithm is proposed to enhance the continuity and integrality of microcracks in the concrete fracture XCT image. The analysis of XCT images of fractured rubber concrete samples verified that the method could visualize and quantitatively analyze the fracture pattern, demonstrating the method’s robustness.

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Data Availability Statement

Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

This work was supported by the National Natural Science Foundation of China (No. U1801254/51727813/51925805) and the Project of Department of Education of Guangdong Province, China (No. 2018KZDXM060).

References

Akono, A.-T., J. Chen, and S. Kaewunruen. 2018. “Friction and fracture characteristics of engineered crumb-rubber concrete at microscopic lengthscale.” Constr. Build. Mater. 175 (Jun): 735–745. https://doi.org/10.1016/j.conbuildmat.2018.04.141.
Barber, C. B., D. P. Dobkin, and H. Huhdanpaa. 1996. “The Quickhull algorithm for convex hulls.” ACM Trans. Math. Software 22 (4): 469–483. https://doi.org/10.1145/235815.235821.
Boas, F., and D. Fleischmann. 2012. “CT artifacts: Causes and reduction techniques.” Imaging Med. 4 (2): 229–240. https://doi.org/10.2217/iim.12.13.
Brahma, K. K., R. Sunder, and B. Dattaguru. 1987. “Automated estimation of fatigue crack length and closure/opening stress.” Int. J. Fatigue 9 (1): 51–55. https://doi.org/10.1016/0142-1123(87)90089-2.
Chen, Y., Y. Zhang, J. Yang, Q. Cao, G. Yang, J. Chen, H. Shu, L. Luo, J. L. Coatrieux, and Q. Feng. 2016. “Curve-like structure extraction using minimal path propagation with backtracking.” IEEE Trans. Image Process. 25 (2): 988–1003. https://doi.org/10.1109/TIP.2015.2496279.
Di, S., C. Jia, W. Qiao, K. Li, and K. Tong. 2018. “Energy evolution behavior and mesodamage mechanism of crumb rubber concrete.” Adv. Mater. Sci. Eng. 2018 (Aug): 1–13. https://doi.org/10.1155/2018/9843416.
Dong, S., B. Han, X. Yu, and J. Ou. 2019. “Constitutive model and reinforcing mechanisms of uniaxial compressive property for reactive powder concrete with super-fine stainless wire.” Composites, Part B 166 (Jun): 298–309. https://doi.org/10.1016/j.compositesb.2018.12.015.
Doyle, W. 1962. “Operations useful for similarity-invariant pattern recognition.” J. ACM 9 (2): 259–267. https://doi.org/10.1145/321119.321123.
Eldin, N. N., and A. B. Senouci. 1994. “Measurement and prediction of the strength of rubberized concrete.” Cem. Concr. Compos. 16 (4): 287–298. https://doi.org/10.1016/0958-9465(94)90041-8.
Farrahi Moghaddam, R., and M. Cheriet. 2010. “A multi-scale framework for adaptive binarization of degraded document images.” Pattern Recognit. 43 (6): 2186–2198. https://doi.org/10.1016/j.patcog.2009.12.024.
Fukumura, N., B. C. Li, M. Koyama, T. Suzuki, S. Hamada, K. Tsuzaki, and H. Noguchi. 2017. “Material property controlling non-propagating fatigue crack length of mechanically and physically short-crack based on Dugdale-model analysis.” Theor. Appl. Fract. Mech. 90 (Aug): 193–202. https://doi.org/10.1016/j.tafmec.2017.04.012.
Germaneau, A., P. Doumalin, and J. C. Dupré. 2007. “3D strain field measurement by correlation of volume images using scattered light: Recording of images and choice of marks.” Strain 43 (3): 207–218. https://doi.org/10.1111/j.1475-1305.2007.00340.x.
Han, Q., G. Yang, J. Xu, Z. Fu, G. Lacidogna, and A. Carpinteri. 2019. “Acoustic emission data analyses based on crumb rubber concrete beam bending tests.” Eng. Fract. Mech. 210 (Apr): 189–202. https://doi.org/10.1016/j.engfracmech.2018.05.016.
Ho, A. C., A. Turatsinze, R. Hameed, and D. C. Vu. 2012. “Effects of rubber aggregates from grinded used tyres on the concrete resistance to cracking.” J. Cleaner Prod. 23 (1): 209–215. https://doi.org/10.1016/j.jclepro.2011.09.016.
Hong, S., C. Kuang, J. Zhang, D. Hou, J. Zhang, L. Liu, and B. Dong. 2020a. “Visual analysis for microscopic cracking propagation of rubberized concrete.” Constr. Build. Mater. 265 (Dec): 120599. https://doi.org/10.1016/j.conbuildmat.2020.120599.
Hong, S., P. Liu, J. Zhang, C. Kuang, B. Dong, Q. Luo, and W. Liu. 2020b. “Interior fracture analysis of rubber-cement composites based on X-ray computed tomography and digital volume correlation.” Constr. Build. Mater. 259 (Oct): 119833. https://doi.org/10.1016/j.conbuildmat.2020.119833.
Hong, S. X., P. Liu, J. C. Zhang, F. Xing, and B. Q. Dong. 2019. “Visual & quantitative identification of cracking in mortar subjected to loads it using X-ray computed tomography method.” Cem. Concr. Compos. 100 (Jul): 15–24. https://doi.org/10.1016/j.cemconcomp.2019.03.010.
Huang, L.-K., and M.-J. J. Wang. 1995. “Image thresholding by minimizing the measures of fuzziness.” Pattern Recognit. 28 (1): 41–51. https://doi.org/10.1016/0031-3203(94)E0043-K.
Huang, W., X. Huang, Q. Xing, and Z. Zhou. 2020. “Strength reduction factor of crumb rubber as fine aggregate replacement in concrete.” J. Build. Eng. 32 (Nov): 101346. https://doi.org/10.1016/j.jobe.2020.101346.
Jerman, T., F. Pernus, B. Likar, and Z. Spiclin. 2016. “Enhancement of vascular structures in 3D and 2D angiographic images.” IEEE Trans. Med. Imaging 35 (9): 2107–2118. https://doi.org/10.1109/TMI.2016.2550102.
Kim, M. K., J. H. Jeon, J. B. Choi, and M. K. Kim. 2020. “The effect of crack length on SIF and elastic COD for elbow with circumferential through wall crack.” Nuclear Eng. Technol. 52 (9): 2092–2099. https://doi.org/10.1016/j.net.2020.01.035.
Kittler, J., and J. Illingworth. 1986. “Minimum error thresholding.” Pattern Recognit. 19 (1): 41–47. https://doi.org/10.1016/0031-3203(86)90030-0.
Krajcinovic, D. 1998. “Selection of damage parameter—Art or science?” Mech. Mater. 28 (1–4): 165–179. https://doi.org/10.1016/S0167-6636(97)00057-4.
Lam, L., S. Lee, and C. Y. Suen. 1992. “Thinning methodologies—A comprehensive survey.” IEEE Trans. Pattern Anal. Mach. Intell. 14 (9): 869–885. https://doi.org/10.1109/34.161346.
Li, D., Y. Zhuge, R. Gravina, and J. E. Mills. 2018. “Compressive stress strain behavior of crumb rubber concrete (CRC) and application in reinforced CRC slab.” Constr. Build. Mater. 166 (Mar): 745–759. https://doi.org/10.1016/j.conbuildmat.2018.01.142.
Li, L., S. Ruan, and L. Zeng. 2014. “Mechanical properties and constitutive equations of concrete containing a low volume of tire rubber particles.” Constr. Build. Mater. 70 (Nov): 291–308. https://doi.org/10.1016/j.conbuildmat.2014.07.105.
Loeffler, C. M., Y. Qiu, B. Martin, W. Heard, B. Williams, and X. Nie. 2018. “Detection and segmentation of mechanical damage in concrete with X-ray microtomography.” Mater. Charact. 142 (Aug): 515–522. https://doi.org/10.1016/j.matchar.2018.06.018.
Maki, D., B. A. Birnbaum, D. Chakraborty, J. Jacobs, B. Carvalho, and G. Herman. 1999. “Renal cyst pseudoenhancement: Beam-hardening effects on CT numbers.” Radiology 213 (2): 468–472. https://doi.org/10.1148/radiology.213.2.r99nv33468.
Meng, Q., M. Zhang, L. Han, H. Pu, and H. Li. 2016. “Effects of size and strain rate on the mechanical behaviors of rock specimens under uniaxial compression.” Arabian J. Geosci. 9 (8): 1–14. https://doi.org/10.1007/s12517-016-2559-7.
Mukherjee, S., B. Condron, and S. T. Acton. 2015. “Tubularity flow field—A technique for automatic neuron segmentation.” IEEE Trans. Image Process. 24 (1): 374–389. https://doi.org/10.1109/TIP.2014.2378052.
Otsu, N. 1979. “A threshold selection method from gray-level histograms.” IEEE Trans. Syst. Man Cybern. 9 (1): 62–66. https://doi.org/10.1109/TSMC.1979.4310076.
Ridler, T. W., and S. Calvard. 1978. “Picture thresholding using an iterative selection method.” IEEE Trans. Syst. Man Cybern. 8 (8): 630–632. https://doi.org/10.1109/TSMC.1978.4310039.
Sfer, D., I. Carol, R. Gettu, and G. Etse. 2002. “Study of the behavior of concrete under triaxial compression.” J. Eng. Mech. 128 (2): 156–163. https://doi.org/10.1061/(ASCE)0733-9399(2002)128:2(156).
Skarżyński, Ł., and J. Tejchman. 2016. “Experimental investigations of fracture process in concrete by means of X-ray micro-computed tomography.” Strain 52 (1): 26–45. https://doi.org/10.1111/str.12168.
Taha, M. M. R., A. S. El-Dieb, M. A. A. El-Wahab, and M. E. Abdel-Hameed. 2008. “Mechanical, fracture, and microstructural investigations of rubber concrete.” J. Mater. Civ. Eng. 20 (10): 640–649. https://doi.org/10.1061/(ASCE)0899-1561(2008)20:10(640).
Wang, P., H. Qiao, Y. Zhang, Y. Li, K. Chen, and Q. Feng. 2020. “Three-dimensional characteristics of steel corrosion and corrosion-induced cracks in magnesium oxychloride cement concrete monitored by X-ray computed tomography.” Constr. Build. Mater. 246 (Jun): 118504. https://doi.org/10.1016/j.conbuildmat.2020.118504.
Weng, X., Y. Huang, and W. Wang. 2019. “Segment-based pavement crack quantification.” Autom. Constr. 105 (Sep): 102819. https://doi.org/10.1016/j.autcon.2019.04.014.
Xie, J. Y., Y. T. Zhao, Y. H. Liu, P. Su, Y. F. Zhao, J. Cheng, Y. L. Zheng, J. Liu, and I. C. Soc. 2019. “Topology reconstruction of tree-like structure in images via structural similarity measure and dominant set clustering.” In Proc., 2019  IEEE/CVF Conf. on Computer Vision and Pattern Recognition, 8497–8505. New York: IEEE.
Yang, Y. S., C. L. Wu, T. T. Hsu, H. C. Yang, H. J. Lu, and C. C. Chang. 2018. “Image analysis method for crack distribution and width estimation for reinforced concrete structures.” Autom. Constr. 91 (Jul): 120–132. https://doi.org/10.1016/j.autcon.2018.03.012.
Yang, Z., W. Ren, R. Sharma, S. McDonald, M. Mostafavi, Y. Vertyagina, and T. J. Marrow. 2017. “In-situ X-ray computed tomography characterisation of 3D fracture evolution and image-based numerical homogenisation of concrete.” Cem. Concr. Compos. 75 (Jan): 74–83. https://doi.org/10.1016/j.cemconcomp.2016.10.001.
Yang, Z. J., A. Qsymah, Y. Z. Peng, L. Margetts, and R. Sharma. 2020. “4D characterisation of damage and fracture mechanisms of ultra high performance fibre reinforced concrete by in-situ micro X-ray computed tomography tests.” Cem. Concr. Compos. 106 (Feb): 103473. https://doi.org/10.1016/j.cemconcomp.2019.103473.
Zhang, J., E. Bekkers, D. Chen, T. T. J. M. Berendschot, J. Schouten, J. P. W. Pluim, Y. Shi, B. Dashtbozorg, and B. M. ter Haar Romeny. 2018. “Reconnection of interrupted curvilinear structures via cortically inspired completion for ophthalmologic images.” IEEE Trans. Biomed. Eng. 65 (5): 1151–1165. https://doi.org/10.1109/TBME.2017.2787025.
Zhao, Y. X., J. Yu, B. Y. Hu, and W. L. Jin. 2012. “Crack shape and rust distribution in corrosion-induced cracking concrete.” Corros. Sci. 55 (Feb): 385–393. https://doi.org/10.1016/j.corsci.2011.11.002.
Zhou, C., K. Li, and X. Pang. 2011. “Effect of crack density and connectivity on the permeability of microcracked solids.” Mech. Mater. 43 (12): 969–978. https://doi.org/10.1016/j.mechmat.2011.08.011.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 34Issue 3March 2022

History

Received: Dec 28, 2020
Accepted: Jul 14, 2021
Published online: Dec 24, 2021
Published in print: Mar 1, 2022
Discussion open until: May 24, 2022

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Shuxian Hong [email protected]
Associate Professor, College of Civil and Transportation Engineering, Shenzhen Univ., Shenzhen 518060, PR China. Email: [email protected]
Postgraduate Student, College of Civil and Transportation Engineering, Shenzhen Univ., Shenzhen 518060, PR China. ORCID: https://orcid.org/0000-0001-9429-9645. Email: [email protected]
Jianchao Zhang [email protected]
Doctoral Student, College of Civil and Transportation Engineering, Shenzhen Univ., Shenzhen 518060, PR China. Email: [email protected]
Professor, College of Civil and Transportation Engineering, Shenzhen Univ., Shenzhen 518060, PR China (corresponding author). Email: [email protected]; [email protected]

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