journal article·2017-03-08Open access

Nondestructive Concrete Strength Estimation based on Electro-Mechanical Impedance with Artificial Neural Network

Tae-Keun Oh, Junkyeong Kim, Changgil Lee, Seunghee Park

Abstract

Concrete is one of the most common materials used to construct a variety of civil infrastructures. However, since con-crete is susceptible to fractures, it is essential to confirm the strength development of concrete during the curing process, in order to prevent unexpected collapse. To address this issue, this study proposes an artificial neural network (ANN)-based strength estimation technique using several kinds of strength related factors of concrete materials. In particular, the variations in mechanical properties of concrete were measured through electro-mechanical impedance (EMI) change using an embedded piezoelectric sensor. The ANN was trained to estimate the strength of concrete by using watercement ratio, curing time and temperature, maturity from internal temperature, and 1-CC of the EMI signals. The trained ANN was verified with conventional strength estimation models throughout a series of experimental studies. According to the comparison results, it is noted that the proposed technique could be very effectively applied to estimate the strength of concrete.
Source: openalex_inverted_index · Quality: baseline

Research context

OpenAlex topics: Ultrasonics and Acoustic Wave Propagation · Structural Health Monitoring Techniques · Smart Materials for Construction

SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.

Affiliations

Department of Safety Engineering, Incheon National University, Incheon, Republic of Korea.

Department of Civil & Environmental System Engineering, Sungkyunkwan University, Suwon, Republic of Korea.

School of Civil & Architectural Engineering, Sungkyunkwan University, Suwon, Republic of Korea.

References (34)

Show source-provided references
1. 1) ACI Committee 228, (2003). “In-place methods to estimate concrete strength report.” American Concrete Institute, ACI 228. 1R-03, U.S.: American concrete Institute.
2. 2) ACI Committee 209, (2008). “Creep shrinkage temperature in cconcrete structures.” ACI 209. 2R-08, U.S.: American concrete Institute.
3. 3) Bhalla, S. and Soh, C. K., (2004). “Structural health monitoring by piezo-impedance transducers, I: modeling.” Journal of Aerospace Engineering, 17, 154-165.10.1061/(ASCE)0893-1321(2004)17:4(154) ↗
4. 4) Carino, N. J., (1983). “Temperature effects on the strength-maturity relation of mortar.” Journal of the American Concrete Institute, 80(3), 177-182.
5. 5) Gu, H., Song, G., Dhonde, H., Mo, Y. L. and Yan, S., (2006). “Concrete early-age strength monitoring using embedded piezoelectric transducers.” Smart Materials and Structures, 15(6), 1837-1845.10.1088/0964-1726/15/6/038 ↗
6. 6) Gupta, S. M., (2007). “Support vector machines based modeling of concrete strength.” Proceedings of World Academy of Science, Engineering and Technology, 26, 792-798.
7. 7) Giurgiutiu, V. and Rogers, C. A., (1997). “The electro-mechanical (E/M) impedance method for structural health monitoring and non-destructive evaluation.” International Workshop on Structural Health Monitoring, California: Stanford University.
8. 8) Irie, H., Yoshida, Y., Sakurada, Y. and Ito T., (2008). “Non-destructive-testing methods for concrete structures.”NTT Technical Review, 1-8.10.53829/ntr200805le3 ↗
9. 9) Jonsson, J. A. and Olek, J., (2004). “Effect of temperature-match-curing on freeze-thaw and scaling resistance of high-strength concrete.” Cement, Concrete and Aggregates, 26(1), 21-25.10.1520/CCA11911 ↗
10. 10) Kasperkiewicz, J., Rach, J. and Dubrawski, A., (1995). “HPC strength prediction using artificial neural network.” Journal of Computing in Civil Engineering. 9 (4), 279-284.10.1061/(ASCE)0887-3801(1995)9:4(279) ↗
11. 11) Kim, J. W., Lee, C. and Park, S., (2012). “Damage localization for CFRP-debonding defects using piezoelectric SHM techniques.” Research in Nondestructive Evaluation, 23(4), 183-196.10.1080/09349847.2012.660244 ↗
12. 12) Kim, J. W., Lee, C., Park, S. and Koh, K. T., (2013). “Real-time strength development monitoring for concrete structures using wired and wireless electro-mechanical impedance techniques.” KSCE Journal of Civil Engineering, 17(6), 1432-1436.10.1007/s12205-013-0390-1 ↗
13. 13) Kim, J. W., Kim, J., Park, S. and Oh, T. K., (2015). “Integrating embedded piezoelectric sensors with continuous wavelet transforms for real-time concrete curing strength monitoring.” Structure and Infrastructure Engineering, 11(7), 897-903.10.1080/15732479.2014.920397 ↗
14. 14) Ksenija, J., Dragan, N., Dragan, B., Ljiljana, L. and Zoran, R., (2011). “The estimation of compressive strength of normal and recycled aggregate concrete.” Architecture and Civil Engineering, 9(3), 419-431.
15. 15) Lamond, J. F. and Pielert, J. H., (2006). “Significance of tests and properties of concrete & concrete-making materials.” New York: ASTM International, 50.10.1520/STP169D-EB ↗
16. 16) Lee, C. Kim, J., Park, S. and Kim, D. H., (2015) “Advanced fatigue crack detection using nonlinear self-sensing impedance technique for automated NDE of metallic structures.” Research in Nondestructive Evaluation, 26(2), 107-121.10.1080/09349847.2014.985348 ↗
17. 17) Lippmann, R. P., (1987). “An introduction to computing with neural nets.” IEEE ASSP Magazine, 4, 4-22.10.1109/MASSP.1987.1165576 ↗
18. 18) Lopes, V. J., Park, G., Cudney, H. H. and Inman, D. J., (2000). “Impedance-based structural health monitoring with artificial neural networks.” Journal of International Material Systems and Structures, 11(3), 206-214.10.1106/H0EV-7PWM-QYHW-E7VF ↗
19. 19) Mcintosh, J. D., (1949). “Electrical curing of concrete.” Magazine of Concrete Research, 1(1), 21-28.10.1680/macr.1959.1.1.21 ↗
20. 20) Mehta, P. M. and Monteiro, P. J. M., (2006). “Concrete, microstructure, properties and materials.” 3rd ed., New York: McGraw-Hill, 55.
21. 21) Nurse, R. W., (1949). “Steam curing of concrete.” Magazine of Concrete Research, 1(2), 79-88.10.1680/macr.1949.1.2.79 ↗
22. 22) Oh, T. K., Kim, J., Zhang, A., Lee, C. and Park, S., (2016). “Concrete strength evaluation in an early-age curing process using SVM with ultrasonic harmonic waves.” Insight: Non-Destructive Testing and Condition Monitoring, 58(11), 609-616.10.1784/insi.2016.58.11.609 ↗
23. 23) Oluokun, F. A., Burdette, E. G. and Harold, D. J., (1990). “Early-age concrete strength prediction by maturity — another look.” ACI Materials Journal, 87(6), 565-572.
24. 24) Popovics, S., (1998). “History of a mathematical model for strength development of Portland cement concrete.” ACI Materials Journal, 95(5), 593-600.
25. 25) Park, S., Inman, D. J., Lee, J. J. and Yun C. B., (2008). “Piezoelectric sensor-based health monitoring of railroad track using a two-step support vector machine classifier.” Journal of Infrastructure Systems, 14, 80-88.10.1061/(ASCE)1076-0342(2008)14:1(80) ↗
26. 26) Park, S., Kim J. W., Lee, C. and Park, S. K., (2011). “Impedance-based wireless debonding condition monitoring of CFRP laminated concrete structures.” NDT & E International, 44(2), 232-238.10.1016/j.ndteint.2010.10.006 ↗
27. 27) Shin, S. W., Qureshi, A. R., Lee, J. Y. and Yun, C. B., (2008). “Piezoelectric sensor based nondestructive active monitoring of strength gain in concrete.” Smart Materials and Structures, 17(5), 055002.10.1088/0964-1726/17/5/055002 ↗
28. 28) Saul, A. G. A., (1951). “Principles underlying the steam curing of concrete at atmospheric pressure.” Magazine of Concrete Research, 2(6), 127-140.10.1680/macr.1951.2.6.127 ↗
29. 29) Snell, L. M., Roekel, J. V. and Wallace, N. D., (1989). “Predicting early concrete strength.” Concrete International, 11(12), 43-47.
30. 30) Song, G., Gu, H. and Mo, Y. L., (2008). “Smart aggregates: multi-functional sensors for concrete structures-a tutorial and a review.” Smart Materials and Structures, 17, 033001.10.1088/0964-1726/17/3/033001 ↗
31. 31) Tawie, R., Lee, H. K. and Park, S., (2010). “Non-destructive evaluation of concrete quality using PZT transducers.” Smart Structures and Systems, 6(7), 851-866.10.12989/sss.2010.6.7.851 ↗
32. 32) Vahid, K. A. and Mohammad, T., (2010). “Prediction of 28-day compressive strength of concrete on the third day using artificial neural networks.” International Journal of Engineering Science, 3, 565-575.
33. 33) Worden, K. and Tomlinson, G. R., (1992). “Classifying linear and non-linear systems using neural networks.” 17th International Seminar on Modal Analysis, Leuven, Belgium: The Universiteit, 903-922.
34. 34) Zain, M. F. M., Suhad, M., Abd-Hamid, R. and Jamil, M., (2010). “Potential for utilizing concrete mix properties to predict strength at different ages.” Journal of Applied Sciences, 10 (22), 2831-2838.10.3923/jas.2010.2831.2838 ↗