4.7 Article

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

期刊

MEASUREMENT
卷 133, 期 -, 页码 456-467

出版社

ELSEVIER SCI LTD
DOI: 10.1016/j.measurement.2018.10.049

关键词

Concrete; Strain localization; Uniaxial compression; X-ray micro computed tomography; Digital volumetric speckle photography; Digital volume correlation

资金

  1. National Natural Science Foundation of China [51727807, 51374211, 51874309]
  2. State Key Research Development Program of China [2016YFC0600705]
  3. Fundamental Research Funds for the Central Universities of China [2009QM02]
  4. Laboratory for Experimental Mechanics Research in the Department of Mechanical Engineering at Stony Brook University

向作者/读者索取更多资源

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.

作者

我是这篇论文的作者
点击您的名字以认领此论文并将其添加到您的个人资料中。

评论

主要评分

4.7
评分不足

次要评分

新颖性
-
重要性
-
科学严谨性
-
评价这篇论文

推荐

暂无数据
暂无数据