The finite element framework for nonlocal digital image correlation (NL-DIC) for discontinuous displacement fields

IF 5.3 2区 工程技术 Q1 MECHANICS
Tushar Bhandari, Debasis Deb
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引用次数: 0

Abstract

A numerical procedure of finite element (FE) method for nonlocal displacement measurement from digital images is proposed. The method is a two-scale model of displacement measurement, which constitutes the classical FE displacement, and a nonlocal displacement measured from the attenuated relative displacement of the neighboring pixels. The traditional finite element-based digital image correlation (FE-DIC) method suffers from noisy and overestimated displacement fields near singularities, analogous to the Gibbs phenomenon. Due to its selective displacement adjustment, the proposed Nonlocal DIC (NL-DIC), detects the displacement jump with reasonable accuracy and smoothen the noise in the vicinity of discontinuity. The algorithm does not require input regarding the affected region from the discontinuity and works as an automated system. The method’s de-noising property helps to decrease the displacement uncertainty for finer meshes. A robust, three-parameter Discontinuity Resolution Index (DRI) is introduced to assess the metrological performance of DIC algorithms for discontinuous displacement measurement. The proposed framework is validated on three numerical experiments exhibiting discontinuities. Practical guidelines are provided, underscoring its applicability in capturing sharp kinematic features with improved robustness.
非连续位移场非局部数字图像相关的有限元框架
提出了一种基于数字图像的非局部位移测量的有限元方法。该方法是一种双尺度位移测量模型,由经典有限元位移和由相邻像素的衰减相对位移测量的非局部位移组成。传统的基于有限元的数字图像相关(FE-DIC)方法在奇异点附近存在噪声和过高估计的位移场,类似于吉布斯现象。由于其选择性位移调整,所提出的非局部DIC (NL-DIC)能够以合理的精度检测位移跳变,并平滑不连续点附近的噪声。该算法不需要对来自不连续的影响区域进行输入,并作为一个自动化系统工作。该方法的去噪特性有助于降低较细网格的位移不确定性。引入了一种鲁棒的三参数间断分辨率指数(DRI)来评估DIC算法在不连续位移测量中的计量性能。该框架在三个具有不连续的数值实验中得到了验证。提供了实用的指导方针,强调了其在捕获具有改进的鲁棒性的尖锐运动特征方面的适用性。
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来源期刊
CiteScore
8.70
自引率
13.00%
发文量
606
审稿时长
74 days
期刊介绍: EFM covers a broad range of topics in fracture mechanics to be of interest and use to both researchers and practitioners. Contributions are welcome which address the fracture behavior of conventional engineering material systems as well as newly emerging material systems. Contributions on developments in the areas of mechanics and materials science strongly related to fracture mechanics are also welcome. Papers on fatigue are welcome if they treat the fatigue process using the methods of fracture mechanics.
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