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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NDT方法的不同迫击炮制成的砌体组件中的剪切失效表征

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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:在本文中,提出了一种在用水泥和基于石灰基砂浆的红色粘土砖砌体“三联岩”进行的实验研究。通过声发射(AE)和数字图像相关(DIC)执行裂缝的监测。首先,对于对个体性质的深刻理解,进行小规模实验,以分别进行砂浆和砖的AE签名。代表性砌体三联元素在剪切中进行测试,以研究与不同砂浆的性质相关的裂缝机制。通过基于AE参数的分析来执行裂缝的定位以及源识别。它们与DIC的相关性,即使在骨折之前,也准确地显示了宏观裂化的位置和应变浓度的显影。这是第一研究来自DIC的全场应变模式与砌体中的AE指数成功相关。还执行数值模拟以进行验证和预测目的。 (c)2019 Elsevier Ltd.保留所有权利。

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