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3D strain evolution in concrete using in situ X-ray computed tomography testing and digital volumetric speckle photography

机译:3D使用原位X射线计算机断层扫描测试和数字体积散斑摄影混凝土的应变演变

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The fracture process for concrete materials under compression is a complex three-dimensional phenomenon that occurs as a result of material heterogeneity and complicated mixed-mode cracking mechanisms. To understand the failure mechanism of concrete, it is necessary to have a technique that can probe the interior of the material as it is being loaded. In this paper, we use an industrial computed tomography (CT) system to obtain the volumetric image of a concrete circular cylinder under compression by taking advantage of the ability of X-rays to penetrate opaque materials. In addition, we employ a newly developed 3D strain analysis technique called digital volumetric speckle photography (DVSP) to calculate the displacement and strain distribution in two longitudinal meridian sections and a midpoint transverse section of the specimen. We are able to reveal the regions of strain localization and their evolutions, which eventually lead to the failure of the specimen. (C) 2018 Elsevier Ltd. All rights reserved.
机译:压缩下混凝土材料的断裂过程是一种复杂的三维现象,其由于材料异质性和复杂的混合模式开裂机构而发生。要了解混凝土的故障机理,有必要具有一种可以在装载时探测材料内部的技术。在本文中,我们使用工业计算断层扫描(CT)系统,通过利用X射线穿透不透明材料的能力来获得压缩下的混凝土圆柱体的容量图像。此外,我们采用了一种新建的3D应变分析技术,称为数字体积散斑摄影(DVSP),以计算两个纵向子午线部分的位移和应变分布和样本的中点横截面。我们能够揭示应变定位区域及其演变,最终导致标本的失效。 (c)2018年elestvier有限公司保留所有权利。

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