A Discrete Element Method–Based Energetic Approach to Model Two‐Dimensional Fatigue Crack Propagation

IF 3.4 2区 工程技术 Q2 ENGINEERING, GEOLOGICAL
Lei Ma, Georg Koval, Cyrille Chazallon, Yannick Descantes
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引用次数: 0

Abstract

In this work, a fatigue crack propagation model is proposed using the two‐dimensional discrete element method (DEM). The challenge lies in describing the small progressive fatigue crack growth within a single cycle, which is typically much smaller than the size of the smallest particles, making it difficult to continuously capture the loss of contact stiffness. To accurately represent crack increments in DEM, a reduction in contact stiffness is directly linked to the length of the propagated crack, based on the local energy release in a contact. This allows for a precise description of crack increments at scales much smaller than particle size. Building on this, and utilizing the local evaluation of the energy release rate, Paris' law is applied to describe the fatigue behaviour of the contact under cyclic loading. An efficient approach is introduced that replaces the full cycle analysis with equivalent quasi‐static monotonic simulations, leading to significant gains in computational time. The resultant DEM simulations adopt the same parameters as in continuum mechanics, eliminating the need for calibration, and demonstrate good agreement with theoretical and experimental results from the literature.
基于离散元法的二维疲劳裂纹扩展能量模型
本文采用二维离散元法(DEM)建立了疲劳裂纹扩展模型。挑战在于描述单个循环内的小渐进疲劳裂纹扩展,其通常比最小颗粒的尺寸小得多,因此难以连续捕获接触刚度的损失。为了在DEM中准确地表示裂纹增量,基于接触中的局部能量释放,接触刚度的减小与扩展裂纹的长度直接相关。这允许在比颗粒尺寸小得多的尺度上精确描述裂纹增量。在此基础上,利用能量释放率的局部评估,应用巴黎定律来描述循环载荷下接触的疲劳行为。介绍了一种有效的方法,用等效的准静态单调模拟取代全周期分析,从而大大节省了计算时间。所得的DEM模拟采用与连续介质力学相同的参数,消除了校准的需要,并且与文献中的理论和实验结果很好地吻合。
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
CiteScore
6.40
自引率
12.50%
发文量
160
审稿时长
9 months
期刊介绍: The journal welcomes manuscripts that substantially contribute to the understanding of the complex mechanical behaviour of geomaterials (soils, rocks, concrete, ice, snow, and powders), through innovative experimental techniques, and/or through the development of novel numerical or hybrid experimental/numerical modelling concepts in geomechanics. Topics of interest include instabilities and localization, interface and surface phenomena, fracture and failure, multi-physics and other time-dependent phenomena, micromechanics and multi-scale methods, and inverse analysis and stochastic methods. Papers related to energy and environmental issues are particularly welcome. The illustration of the proposed methods and techniques to engineering problems is encouraged. However, manuscripts dealing with applications of existing methods, or proposing incremental improvements to existing methods – in particular marginal extensions of existing analytical solutions or numerical methods – will not be considered for review.
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