Effect of Load Pattern in the Generation of Higher Harmonic Amplitude in Concrete Using Nonlinear Ultrasonic Test
Author:
Affiliation:
1. De La Salle University, Manila, Philippines.
2. Tokyo Institute of Technology, Tokyo, Japan.
Publisher
Japan Concrete Institute
Subject
General Materials Science,Building and Construction
Link
https://www.jstage.jst.go.jp/article/jact/14/5/14_205/_pdf
Reference19 articles.
1. 1) Antonaci, P., Bruno, C. L. E., Gliozo, A., S. and Scalerandi, M., (2010). “Monitoring evolution of compressive damage in concrete with linear and nonlinear ultrasonic methods.” Cement and Concrete Research, 40, 1106-1113.
2. 2) Breysse, D., (2012). “Nondestructive evaluation of concrete strength: An historical review and a new perspective by combining NDT methods.” Construction and Building Materials, 33, 139-163.
3. 3) Daponte, P., Maceri, F. and Olivito, R. S., (1995). “Ultrasonic signal-processing techniques for the measurement of damage growth in structural materials.” IEEE Transactions on instrumentation and measurement, 44(6), 1003-1008.
4. 4) Hirose, S. and Achenbach, J. D., (1993). “Higher harmonics in the far field due to dynamic crack-face contacting.” J. Acoust. Soc. Am., 93, 142-147.
5. 5) Johnson, P. and Sutin, A., (2005). “Slow dynamics in diverse solids.” J. Acoust. Soc Am., 117, 124-130.
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