MorphFlow: Estimating Motion in In-Situ Tests of Concrete

IF 2 3区 工程技术 Q2 MATERIALS SCIENCE, CHARACTERIZATION & TESTING
T. Nogatz, C. Redenbach, K. Schladitz
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引用次数: 0

Abstract

Background

In situ Computed Tomography is a valuable tool to investigate failure mechanics of materials in 3D. For brittle materials with sudden fracture like concrete however, state-of-the-art methods such as Digital Volume Correlation fail to produce displacement fields that display the discontinuous behavior of load induced cracking correctly.

Objective

The main objective is to develop an algorithm that calculates displacement fields for large-scale in situ experiments on concrete.

Methods

The algorithm presented is based on a 3D Optical Flow method solved by a primal-dual procedure and equipped with a coarse-to-fine scheme based on morphological wavelets. The algorithm is publicly available. Our evaluation focuses on the beneficial use of morphological wavelets over classical ones, and on the ability to produce reliable results with limited data. Applying the primal-dual scheme to in situ tests and using morphological wavelets are novel contributions.

Results

The results show that our algorithm cannot only cope with large volume images, but also produces discontinuous displacement fields that yield high strain in fractured regions. It does not only perform better than state-of-the-art methods, but also achieves sufficient results on reduced data. The morphological wavelets play a key role in this finding - they even allow to deduce cracks of widths less than a voxel.

Conclusion

Displacement calculation for in situ tests of brittle materials requires voxel-accurate displacement fields that allow for discontinuities. The presented algorithm fulfills these requirements and therefore is a powerful tool for future understanding of failure mechanics in concrete.

MorphFlow:估算混凝土原位试验中的运动
原位计算机断层扫描是研究材料三维破坏力学的一种有价值的工具。然而,对于像混凝土这样突然断裂的脆性材料,最先进的方法(如数字体积相关)无法产生位移场,无法正确显示荷载引起的裂缝的不连续行为。目的开发一种计算大型混凝土原位试验位移场的算法。方法采用原始对偶法求解三维光流算法,并采用基于形态小波的粗到精算法。该算法是公开的。我们的评估侧重于形态学小波优于经典小波的有益使用,以及在有限数据下产生可靠结果的能力。将原始对偶方案应用于原位测试和使用形态小波是新的贡献。结果该算法不仅能处理大体积图像,还能在裂缝区域产生产生高应变的不连续位移场。它不仅比最先进的方法表现得更好,而且在简化的数据上取得了足够的结果。形态学小波在这一发现中发挥了关键作用——它们甚至可以推断出宽度小于一个体素的裂缝。结论脆性材料原位试验的位移计算需要考虑不连续的体素精度位移场。所提出的算法满足了这些要求,因此是未来理解混凝土破坏力学的有力工具。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
Experimental Mechanics
Experimental Mechanics 物理-材料科学:表征与测试
CiteScore
4.40
自引率
16.70%
发文量
111
审稿时长
3 months
期刊介绍: Experimental Mechanics is the official journal of the Society for Experimental Mechanics that publishes papers in all areas of experimentation including its theoretical and computational analysis. The journal covers research in design and implementation of novel or improved experiments to characterize materials, structures and systems. Articles extending the frontiers of experimental mechanics at large and small scales are particularly welcome. Coverage extends from research in solid and fluids mechanics to fields at the intersection of disciplines including physics, chemistry and biology. Development of new devices and technologies for metrology applications in a wide range of industrial sectors (e.g., manufacturing, high-performance materials, aerospace, information technology, medicine, energy and environmental technologies) is also covered.
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