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Identification of damage mechanisms in cement paste based on acoustic emission

机译:基于声发射的水泥浆损伤机理识别

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Acoustic emission (AE) monitoring during compressive loading was employed to investigate micro-crack formation and coalescence in cement paste specimens. To establish a correlation between damage and AE activity, the data was categorized on the basis of amplitude and cumulative signal strength (CSS). Three distinct stages of crack behavior, illuminated by changes in the slope of the cumulative signal strength versus time relationship, were identified. Micro-crack initiation, crack extension, and unstable crack growth (crack coalescence) were assigned to these stages. An unsupervised pattern recognition approach was employed to separate the data into signal subsets which were then classified and assigned to differing mechanisms. To gain further insight into the crack growth network and behavior, specimens were loaded to varying levels of ultimate capacity and micro-CT scanning was employed to investigate the dimensional extent of micro-cracking and to correlate the images with AE data. (C) 2018 Elsevier Ltd. All rights reserved.
机译:压缩载荷期间的声发射(AE)监测用于研究水泥浆样本中的微裂纹形成和聚结。为了建立损伤与AE活动之间的相关性,根据振幅和累积信号强度(CSS)对数据进行分类。通过累积信号强度与时间关系的斜率变化确定了裂纹行为的三个不同阶段。将微裂纹萌生,裂纹扩展和不稳定裂纹扩展(裂纹合并)分配给了这些阶段。采用无监督模式识别方法将数据分离为信号子集,然后将其分类并分配给不同的机制。为了进一步了解裂纹扩展网络和行为,将样品加载到不同的极限承载力水平,并使用微CT扫描研究微裂纹的尺寸范围,并将图像与AE数据相关联。 (C)2018 Elsevier Ltd.保留所有权利。

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