Cracks Classification using Acoustic Emission Technique on a Reinforced Concrete Beam

Antonella Bianca Francavilla, Paola Barra, Domenico Rossi, Massimo Latour, Claudio Guarnaccia, Gianvittorio Rizzano
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Abstract

The usage of non-destructive techniques for structure's state assessment is highly desirable because they offer the possibility to monitor continuously and in a non-invasive manner the sign of failures of any structure. Among the several techniques proposed over the years, Acoustic Emission (AE) seems very promising. Such a technique, which applies to various materials, consents to the evaluation of micro-fractures generated during failure by detecting their acoustic emission through sensors located on the surface of the material itself. Concrete beam failure is suitable for such kind of procedure. It has been widely investigated through AE, but despite the many literature contributes, there still is a scarcity of practical applications on real structures, and no consensus on protocols. In this work, an AE technique has been paired with a four-point bending test to try and find a robust and reliable experimental setup for AE application on concrete beams. Results show a proper classification of the occurring cracks, which change according to different zones of the concrete beam and different load values. Axial crack signals exhibit different features concerning shear crack ones. In such a way, the categorization of damages can be performed and crosschecked with the theoretical expectations. All these results suggest that the proposed setup can be used as a possible protocol for practical AE measurements.
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基于声发射技术的钢筋混凝土梁裂缝分类
使用非破坏性技术进行结构状态评估是非常可取的,因为它们提供了以非侵入性方式连续监测任何结构失效迹象的可能性。在近年来提出的几种技术中,声发射(AE)似乎是很有前途的。这种技术适用于各种材料,通过位于材料本身表面的传感器检测其声发射,可以评估失效过程中产生的微裂缝。混凝土梁的破坏适用于这种程序。通过声发射已经进行了广泛的研究,但尽管有许多文献贡献,但在实际结构上的实际应用仍然缺乏,并且在方案上没有达成共识。在这项工作中,声发射技术与四点弯曲试验相结合,试图找到一个坚固可靠的实验装置,用于声发射在混凝土梁上的应用。结果表明,裂缝的发生分类是合理的,裂缝的发生分类是根据混凝土梁的不同区域和不同的荷载值而变化的。轴向裂纹信号与剪切裂纹信号表现出不同的特征。这样,就可以对损害进行分类,并与理论期望进行交叉核对。所有这些结果都表明,所提出的装置可以作为实际声发射测量的可能方案。
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来源期刊
International Journal of Mechanics
International Journal of Mechanics Engineering-Computational Mechanics
CiteScore
1.60
自引率
0.00%
发文量
17
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