Exploring the acoustic activity in brittle materials in terms of the position of the acoustic sources and the power of the acoustic signals - Part II: Applications
Dimos Triantis , Ilias Stavrakas , Ermioni D. Pasiou , Stavros K. Kourkoulis
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引用次数: 0
Abstract
The present study is the continuation of a previously published one (Part I), in which the D- (three-dimensional distance between the sources of any two successive acoustic events) and P-functions (the rate of the energy of the acoustic signals) were introduced for the analysis of the acoustic activity developed in marble specimens under uniaxial tension. The concepts introduced in Part I and the analysis procedure analytically described there, are here employed to analyze the acoustic emissions data gathered from additional experimental protocols in order to support and validate the conclusions drawn in Part I. In this direction, the acoustic activity generated in marble and concrete (either plain or reinforced with short polyolefin fibers) specimens under uniaxial compression or three-point bending, respectively, is studied in the direction of detecting characteristics of the temporal evolution of the D- and P-functions that could provide early hints warning about upcoming fracture. The evolution of the D- and P-functions is considered in juxtaposition to that of the F-function, which is in fact a convenient and flexible mean for the quantification of the average frequency of generation of the acoustic events. The conclusions drawn here are in excellent agreement with the respective ones drawn in Part I, suggesting that the D- and P-functions can indeed be a valuable tool in hands of engineers working in the field of Structural Health Monitoring of structures made of brittle building materials.
本研究是之前发表的研究报告(第一部分)的继续,其中引入了 D 函数(任意两个连续声波事件的声源之间的三维距离)和 P 函数(声波信号的能量率),用于分析大理石试样在单轴拉伸条件下产生的声波活动。在这方面,研究了大理石和混凝土(普通或用短聚烯烃纤维加固)试样在单轴压缩或三点弯曲下分别产生的声学活动,目的是检测 D 和 P 函数的时间演变特征,以便为即将发生的断裂提供早期预警。D 函数和 P 函数的演变与 F 函数的演变并列考虑,而 F 函数实际上是量化声学事件平均发生频率的一种方便灵活的方法。这里得出的结论与第一部分得出的结论非常一致,表明 D 函数和 P 函数确实可以成为从事脆性建筑材料结构健康监测领域工作的工程师手中的宝贵工具。