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Shear failure characterization in masonry components made with different mortars based on combined NDT methods

机译:基于组合无损检测方法的不同灰浆制造的砌体构件的剪切破坏特征

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In this paper, an experimental study conducted on Red Clay brick masonry "triplets" built with Cement and Lime-based mortars is presented. Monitoring of fracture is executed by Acoustic Emission (AE) and Digital Image Correlation (DIC). First, for a profound understanding of individual properties, small scale experiments were conducted for characterization of AE signatures of mortar and brick separately. Representative masonry triplet elements are tested in shear for investigation of the fracture mechanisms in relation to the properties of different mortars. Localization of the cracks as well as source identification is performed by means of AE parameter-based analysis. Their correlation with DIC, accurately showed the location of macro cracking and the developing of strain concentrations even before fracture. This is one of the first investigations where full field strain pattern from DIC are successfully correlated with AE indices in masonry. Numerical simulations were also performed for validation and prediction purposes. (C) 2019 Elsevier Ltd. All rights reserved.
机译:本文介绍了对用水泥和石灰基砂浆建造的红土砖砌体“三胞胎”进行的实验研究。通过声发射(AE)和数字图像关联(DIC)来执行骨折的监测。首先,为了深入了解单个属性,进行了小规模实验,分别表征了砂浆和砖的AE签名。代表砌体三重态单元在剪切中进行了测试,以研究与不同砂浆的性能有关的断裂机理。裂纹的定位和源识别是通过基于AE参数的分析进行的。它们与DIC的相关性,即使在断裂前也能准确显示宏观裂纹的位置和应变集中的发展。这是最早的研究之一,其中DIC的全场应变模式与砌体的AE指数成功相关。还进行了数值模拟,以进行验证和预测。 (C)2019 Elsevier Ltd.保留所有权利。

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