A method for determining crack tip location during the tuff crack propagation based on ultra-fast time resolution method and immune algorithm

IF 5.3 2区 工程技术 Q1 MECHANICS Engineering Fracture Mechanics Pub Date : 2025-04-09 DOI:10.1016/j.engfracmech.2025.111129
Mingyuan Zhang , Muao Shen , Dejian Li , Manchao He , Yingjun Li
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Abstract

Rock is a typical brittle material, and the crack propagation rate of rock is approximately 300–700 m/s, and some even reach over 1000 m/s. This brought many challenges for accurately determining the crack tip location during the rock crack propagation by traditional high-speed photography. Because the crack propagated continuously within the shooting interval of high-speed photography, systematic errors emerged in the tracking of the crack − tip location and the determination of the crack propagation rates. Moreover, because the stress intensity factor (SIF) is a singularity parameter, determining the SIF first requires tracking the location of the crack tip in rock mechanics experiments. Thus, a new method combining the ultra-fast time resolution method, immune algorithm and DIC technology was proposed for quantitatively describing the crack propagation behavior of tuff samples. Its time resolution can reach 15 picoseconds. During this time interval, the crack propagation process can be considered frozen. Then continuous tracking of the crack tip location during the fracture process is realized by using the immune algorithm and digital image correlation (DIC) technology. Then, a series of three-point bending tests were conducted, and the fracture trajectory was obtained via this method. In addition, the SIF at the real-time crack tip was determined based on linear elastic fracture mechanics (LEFM) with the Williams stress function. The experimental results showed that the whole-field strain distribution at the picosecond scale can be obtained with this method, and the key mechanical parameters of rock fracture were determined more accurately.
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一种基于超快速时间分辨和免疫算法的凝灰岩裂纹扩展过程中裂纹尖端位置确定方法
岩石是一种典型的脆性材料,其裂纹扩展速度约为 300-700 米/秒,有些甚至超过 1000 米/秒。这给用传统的高速摄影方法准确确定岩石裂缝扩展过程中的裂缝尖端位置带来了诸多挑战。由于裂缝在高速摄影的拍摄间隔内不断扩展,因此在跟踪裂缝尖端位置和确定裂缝扩展速率时出现了系统误差。此外,由于应力强度因子(SIF)是一个奇异参数,因此在岩石力学实验中,确定 SIF 首先需要跟踪裂纹尖端的位置。因此,我们提出了一种结合超高速时间分辨率法、免疫算法和 DIC 技术的新方法,用于定量描述凝灰岩样品的裂纹扩展行为。其时间分辨率可达 15 皮秒。在这一时间间隔内,裂纹扩展过程可被视为冻结。然后,利用免疫算法和数字图像相关(DIC)技术,在断裂过程中实现对裂纹尖端位置的连续跟踪。然后,进行了一系列三点弯曲试验,并通过该方法获得了断裂轨迹。此外,基于威廉姆斯应力函数的线性弹性断裂力学(LEFM)确定了实时裂纹尖端的 SIF。实验结果表明,该方法可获得皮秒尺度的全场应变分布,并能更准确地确定岩石断裂的关键力学参数。
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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.
期刊最新文献
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