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摘要:
The effect of anchored length of a mining anchorage cable on amplitude attenuation and group velocity of ultrasonic longitudinal guided wave mode L(0, 1) was investigated experimentally. Firstly, the propagation characteristics of ultrasonic longitudinal guided wave in a mining anchorage cable unanchored were analyzed with the dispersion curves of a steel wire simplified as a rod. Then, a piezoelectric element of thickness vibration type was used to perform a through-transmission test in a mining anchorage cable anchored with cement, and the amplitudes of L(0, 1) mode were acquired in the frequency range of 20-500kHz. The piezoelectric element's most suitable monitoring frequency for guided wave in the mining anchorage cable anchored with cement was 280kHz. Based on this result, the amplitude attenuation and group velocity variation characteristics of L(0, 1) mode at several frequencies near 280kHz were studied in the mining anchorage cable with increase in anchored length. Finally, the through-transmission tests were performed in a mining anchorage cable anchored with resin, the test results coincided with those obtained in the mining anchorage cable anchored with cement. These tests provided a basis for the length measurement of anchored mining anchorage cables by using ultrasonic longitudinal guided waves.
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来源 :
Journal of Vibration and Shock
ISSN: 1000-3835
年份: 2014
期: 15
卷: 33
页码: 189-194