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A coupled axisymmetric peridynamics with correspondence material model for thermoplastic and ductile fracture problems 热塑性和延性断裂问题轴对称周动力学与对应材料模型的耦合
IF 2.2 3区 工程技术 Q3 MATERIALS SCIENCE, MULTIDISCIPLINARY Pub Date : 2023-07-01 DOI: 10.1007/s10704-023-00721-y
Hanbo Zhang, Jingyan Li, Hui Li, Hongfei Ye, Hongwu Zhang, Yonggang Zheng

A coupled axisymmetric peridynamics with correspondence material model (CA-PD-CMM) is proposed in this work to predict the heat conduction, plastic and fracture behaviors of metals. In this model, the governing equations of axisymmetric thermo-mechanical problems are derived based on the Euler–Lagrange equation and the separation of the deformations along the in- and out-of-plane directions. The force state and heat flux state are given by the PD linearized theory. The theory of continuum damage mechanics is incorporated into the CA-PD-CMM to effectively describe the ductile damage behaviors. Moreover, a secant line technique based on the uniaxial tensile test curve is developed to obtain temperature-dependent parameters of the damage model. Finally, the validity and performance of the proposed CA-PD-CMM are demonstrated by several representative numerical examples.

本研究提出了一种轴对称周动力学与对应材料耦合模型(CA-PD-CMM),用于预测金属的热传导、塑性和断裂行为。在该模型中,轴对称热机械问题的控制方程是基于欧拉-拉格朗日方程和面内、面外变形分离推导出来的。力状态和热通量状态由 PD 线性化理论给出。在 CA-PD-CMM 中加入了连续损伤力学理论,以有效描述韧性损伤行为。此外,还开发了一种基于单轴拉伸试验曲线的等值线技术,以获得损伤模型的温度相关参数。最后,通过几个具有代表性的数值示例证明了所提出的 CA-PD-CMM 的有效性和性能。
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引用次数: 0
A phase-field-cohesive-zone framework to simulate multiple failure mechanisms of elastoplastic fiber-reinforced composites 一种模拟弹塑性纤维增强复合材料多种破坏机制的相场黏结区框架
IF 2.2 3区 工程技术 Q3 MATERIALS SCIENCE, MULTIDISCIPLINARY Pub Date : 2023-06-28 DOI: 10.1007/s10704-023-00712-z
Zhaoyang Hu, Xufei Suo, Minjuan Wang, Feng Jiang, Hao Huang, Yongxing Shen

The mechanical properties of metal matrix fiber-reinforced composites depend on many aspects of their structure in a complicated way. In this paper, we propose a phase-field-cohesive-zone framework to study interface debonding, matrix cracking, and their competition in metal matrix fiber-reinforced elastoplastic composites by numerical simulation. This approach combines an explicit cohesive zone model for interface debonding and a phase field model for matrix cracking. The features of this framework are: (1) crack propagation and branching can be simulated without the need to track the cracks; (2) the interface debonding is described by the cohesive zone model, and is not directly interfered by the phase field in the bulk; (3) the cohesive interface has zero thickness instead of being regularized; (4) any reasonable cohesive law of interest is readily incorporated with very few constraints; (5) the competition of the two failure mechanisms, namely, matrix cracking and interface debonding, is captured. Accuracy of this framework is verified with existing analytical and numerical results. The proposed framework shows a potential in investigating various complicated crack behaviors in composites.

金属基纤维增强复合材料的力学性能复杂地取决于其结构的许多方面。本文提出了一个相场-内聚区框架,通过数值模拟研究金属基纤维增强弹塑性复合材料中的界面剥离、基体开裂及其竞争关系。该方法结合了用于界面脱粘的显式内聚区模型和用于基体开裂的相场模型。该框架的特点是(1) 无需跟踪裂纹,即可模拟裂纹的扩展和分支;(2) 界面脱粘由内聚区模型描述,不会直接受到块体相场的干扰;(3) 内聚界面的厚度为零,而不是正则化的;(4) 只需很少的约束条件,即可轻松纳入任何合理的内聚法则;(5) 可捕捉基体开裂和界面脱粘这两种失效机制之间的竞争。现有的分析和数值结果验证了这一框架的准确性。所提出的框架显示了研究复合材料中各种复杂裂纹行为的潜力。
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引用次数: 0
Accurate predictions of dynamic fracture in perforated plates 穿孔板动态断裂的准确预测
IF 2.2 3区 工程技术 Q3 MATERIALS SCIENCE, MULTIDISCIPLINARY Pub Date : 2023-06-28 DOI: 10.1007/s10704-023-00719-6
Xuhao Peng, Ziguang Chen, Florin Bobaru

Dynamic brittle facture in materials with many pores/perforations has been shown experimentally to feature complex evolution of crack morphologies that include crack branching, micro-branches that arrest, cracks restarting from pores and branching soon after. Computational models of these problems need to accurately account for the dynamic interactions between strain waves and stress concentration zones induced by the perforated geometry. In this paper, we aim to improve the predictive capabilities of computational simulations of dynamic brittle/quasi-brittle fracture in samples with complex geometries, like perforated plates, by introducing a discretization method using non-uniform grids near a boundary (NB-NUG) for 2D peridynamic fracture modeling. The NB-NUG avoids the steps and the corresponding artificial stress concentrations created in PD models when using uniform grids over domains with curved boundaries. The new method also reduces numerical errors compared with general non-uniform grids used for PD models. We apply the model for dynamic fracture of thin PMMA plates with different arrangements of periodic pores/perforations. The results match the experimental observations for all of the cases considered. Fine features observed in the experiments (multiple cracks branching and cracks that arrest soon after splitting, number of branching events, etc.) are captured by the new approach and not by the other PD models with different types of grids. The results show that the high strain energy density regions created around perforations attract a nearby crack tip, deflecting the crack path, altering its propagation velocity, and promoting crack branching in its wake, thus dissipating more energy. Nonlocality of damage helps here in allowing its unrestricted evolution in problems in which complex crack morphology is sensitive to small changes in the geometrical arrangement of pores in the structure.

实验证明,具有许多孔隙/穿孔的材料的动态脆性断裂具有复杂的裂纹形态演变特征,包括裂纹分支、微分支停止、裂纹从孔隙重新开始并在不久后分支。这些问题的计算模型需要准确地考虑应变波和穿孔几何形状引起的应力集中区之间的动态相互作用。本文旨在通过在二维周动态断裂建模中引入使用边界附近非均匀网格(NB-NUG)的离散化方法,提高对具有复杂几何形状(如穿孔板)的样品中动态脆性/准脆性断裂的计算模拟预测能力。NB-NUG 避免了在具有弯曲边界的域上使用均匀网格时在 PD 模型中产生的台阶和相应的人为应力集中。与用于 PD 模型的一般非均匀网格相比,新方法还减少了数值误差。我们将该模型应用于具有不同周期性孔隙/穿孔排列的 PMMA 薄板的动态断裂。在所考虑的所有情况下,结果都与实验观测结果相吻合。新方法捕捉到了实验中观察到的细微特征(多裂纹分支、裂纹在分裂后很快停止、分支事件的数量等),而采用不同类型网格的其他 PD 模型则捕捉不到这些特征。结果表明,穿孔周围产生的高应变能密度区域会吸引附近的裂纹尖端,使裂纹路径发生偏转,改变其传播速度,并促进裂纹在其后分支,从而耗散更多能量。在复杂的裂纹形态对结构中孔隙几何排列的微小变化非常敏感的问题中,损伤的非位置性有助于允许其无限制地演化。
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引用次数: 0
Non-uniform spacing of transverse cracks in symmetric composite laminates 对称复合材料层合板横向裂纹间距不均匀
IF 2.5 3区 工程技术 Q3 MATERIALS SCIENCE, MULTIDISCIPLINARY Pub Date : 2023-06-27 DOI: 10.1007/s10704-023-00715-w
Z. Karoui, J. Berthe, C. Maurini

We study multiple transverse cracking of symmetric laminates in the framework of the variational approach to fracture. Considering the Griffith model, we assume that several cracks can appear instantaneously through the whole thickness of the core layer, separating the bar in n elastic segments. We show that the energy minimization implies the bifurcation from solutions with uniform crack spacing to non uniformly spaced solutions, a phenomenon ignored in the literature for perfect systems. The stability of uniformly spaced solutions crucially depends on the concavity of the elastic compliance of each elastic segment as a function of the segment length. We compute this function and its derivatives numerically with domain-derivative techniques for a large set of geometric and material parameters. Our results indicate that the change of concavity and the related instability is a robust qualitative property that becomes quantitatively relevant in the case of laminates with thin and soft outer layers.

本文在变分断裂方法的框架下研究了对称层合板的多重横向裂纹。考虑Griffith模型,我们假设几个裂缝可以瞬间穿过整个核心层的厚度,将杆分离成n个弹性段。我们证明了能量最小化意味着从具有均匀裂纹间距的解到非均匀裂纹间距的解的分叉,这一现象在文献中被完美系统所忽略。均匀间隔解的稳定性关键取决于每个弹性段的弹性柔度的凹凸度作为段长度的函数。我们用域导数技术对大量几何参数和材料参数进行了数值计算。我们的研究结果表明,凹凸度的变化和相关的不稳定性是一种强大的定性性质,在具有薄而软外层的层压板的情况下成为定量相关。
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引用次数: 0
Numerical analysis of glass edge chipping by impact loading 冲击载荷作用下玻璃边缘碎裂的数值分析
IF 2.5 3区 工程技术 Q3 MATERIALS SCIENCE, MULTIDISCIPLINARY Pub Date : 2023-06-26 DOI: 10.1007/s10704-023-00720-z
Sayako Hirobe, Yosuke Sato, Yoichi Takato, Kenji Oguni

This study presents numerical analyses for edge chipping by impact loading. As a numerical analysis method, we extend Particle Discretization Scheme Finite Element Method (PDS-FEM) developed by the authors to be able to simulate fracture due to impact loading. We performed simulations targeting edge chipping of soda-lime glass by impact of rigid steel sphere and examined the crack morphology while varying the diameter of the impactor, the impact velocity, and the impact distance. The proposed method successfully simulates the 3D complex crack pattern on edge chipping such as Hertzian cone crack and conchoidal chip scar. The method also reproduces the change of crack morphologies depending on the impact force and the impact distance. Also, a series of numerical analyses is presented to reveal the effect of the impactor geometry on the chip dimensions. The height of chip is independent of the impactor geometry while the width of chip depends on it. According to the agreement with experimental results, it is confirmed that the proposed method is capable of realizing edge chipping due to impact loading.

本文对冲击载荷作用下的边缘剥落进行了数值分析。作为一种数值分析方法,我们扩展了作者提出的粒子离散有限元法(PDS-FEM),使其能够模拟冲击载荷导致的断裂。我们模拟了硬钢球撞击钠钙玻璃的边缘碎裂,并研究了不同撞击器直径、撞击速度和撞击距离下的裂纹形态。该方法成功地模拟了边缘切屑上赫兹锥裂纹和贝壳形切屑疤痕等三维复杂裂纹模式。该方法还再现了裂纹形貌随冲击力和冲击距离的变化。通过一系列数值分析,揭示了冲击器几何形状对切屑尺寸的影响。切屑的高度与冲击器的几何形状无关,而切屑的宽度则取决于其几何形状。与实验结果一致,证实了所提出的方法能够实现冲击载荷作用下的边缘切屑。
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引用次数: 2
Adaptive method for phase-field fracture using a volume weighted Quickselect algorithm 基于体积加权快速选择算法的相场裂缝自适应方法
IF 2.5 3区 工程技术 Q3 MATERIALS SCIENCE, MULTIDISCIPLINARY Pub Date : 2023-06-24 DOI: 10.1007/s10704-023-00718-7
Kai Xie, Ruijie Zhang, Zhongxin Li, Zhilin Wu

The phase-field fracture method (PFM) requires an extremely fine mesh to accurately capture the crack topology, which is computationally expensive. In this work, a new adaptive mesh refinement method is proposed for phase-field fracture. Based on the phase field increment, a volume weighted Quickselect algorithm is used to determine the coarsen region and the refined region. The speed of the crack propagation is predicted to control the size of the refined region, which reduces unnecessary degrees of freedom. Several benchmark numerical examples are simulated and the results demonstrate the efficiency and accuracy of the proposed method. In the numerical examples, the computational time using this method is reduced by about 90% compared with the standard PFM.

相场断裂法(PFM)需要非常精细的网格来精确捕获裂纹拓扑,计算成本很高。本文提出了一种新的相场断裂自适应网格细化方法。基于相场增量,采用体积加权快速选择算法确定粗化区域和精化区域。通过预测裂纹扩展速度来控制细化区域的大小,从而减少了不必要的自由度。仿真结果验证了该方法的有效性和准确性。在数值算例中,与标准PFM相比,该方法的计算时间减少了90%左右。
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引用次数: 0
Microscale drivers and mechanisms of fracture in post-processed additively manufactured Ti–6Al–4V Ti-6Al-4V后处理增材制造断裂的微观驱动因素和机制
IF 2.5 3区 工程技术 Q3 MATERIALS SCIENCE, MULTIDISCIPLINARY Pub Date : 2023-06-24 DOI: 10.1007/s10704-023-00716-9
Lara Draelos-Hagerty, Peeyush Nandwana, Ankit Srivastava

Herein, we focus on understanding the microstructure-fracture correlations in a Ti–6Al–4V alloy additively manufactured via electron beam melting (EBM) and subjected to various post-process heat-treatments. Specifically, the as fabricated material is subjected to a sub-transus heat-treatment followed by air-cooling and a super-transus heat-treatment followed by either air- or furnace-cooling. Next, a series of in-situ single edge notch tension (SENT) tests are carried out under a high-resolution digital optical microscope. The panoramic high-resolution images captured during the in-situ tests are then used to characterize the planar deformation on the specimen surface using microstructure-based digital image correlation (DIC). The results of the in-situ SENT tests together with DIC and post-mortem fractographic analyses provided us with a better understanding of the microstructure-fracture correlations in these materials. Our results show that the fracture mechanism of the as fabricated and sub-transus heat-treated materials is essentially the same, while the changes in the microstructure following the super-transus heat-treatments significantly affects the fracture mechanism. In this case, several microcracks of hundreds of microns in length first nucleate away from the deformed notch following extreme plastic deformation at discrete locations. Furthermore, the location of these microcracks in the super-transus heat-treated materials is extremely sensitive to the details of the underlying microstructure.

在此,我们重点研究了通过电子束熔化(EBM)制备的Ti-6Al-4V合金的显微组织与断裂的相关性,并进行了各种后处理热处理。具体地说,所制备的材料经受次横截面热处理,然后风冷和超横截面热处理,然后风冷或炉冷。接下来,在高分辨率数字光学显微镜下进行了一系列原位单边缘缺口张力(SENT)测试。采用基于微结构的数字图像相关(DIC)技术,利用原位测试过程中捕获的全景高分辨率图像来表征试件表面的平面变形。现场send测试、DIC和死后断口分析的结果使我们更好地了解了这些材料的微观结构与断裂之间的关系。研究结果表明,预制材料和亚横截面热处理材料的断裂机制基本相同,而超横截面热处理后组织的变化对断裂机制有显著影响。在这种情况下,在离散位置发生极端塑性变形后,几个数百微米长的微裂纹首先在远离变形缺口的地方形成核。此外,这些微裂纹在超横向热处理材料中的位置对底层微观结构的细节非常敏感。
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引用次数: 0
Fatigue crack growth analysis of hydrogel by using peridynamics 水凝胶疲劳裂纹扩展的周动力学分析
IF 2.2 3区 工程技术 Q3 MATERIALS SCIENCE, MULTIDISCIPLINARY Pub Date : 2023-06-24 DOI: 10.1007/s10704-023-00722-x
Yujie Chen, Yang Yang, Yijun Liu

This study presents an application of bond-associated non-ordinary state-based peridynamics (PD) and the corresponding fatigue theory to predict fatigue crack growth in hydrogel. The constitutive model of the hydrogel is assumed to be the neo-Hookean material. Fatigue process is viewed as a series of quasi-static crack growth and solved by the explicit method. The applied strain energy-based fatigue criterion is obtained from hydrogel fatigue experiments. The fidelity of this model is established by simulating the relevant experiment. Due to the limitation of the test data, only crack growth phase of fatigue life of hydrogel is focused on. The progressive damage predictions by PD agree with that of experiment and capture the general characteristics of the experimentally observed damage patterns.

本研究介绍了基于粘接相关非平凡状态的周动力学(PD)和相应的疲劳理论在预测水凝胶疲劳裂纹生长中的应用。水凝胶的构成模型假定为新胡肯材料。疲劳过程被视为一系列准静态裂纹增长,并采用显式方法求解。应用的基于应变能的疲劳准则是从水凝胶疲劳实验中获得的。该模型的保真度是通过模拟相关实验确定的。由于试验数据的限制,本文只关注水凝胶疲劳寿命的裂纹增长阶段。PD 预测的渐进损伤与实验结果一致,并捕捉到了实验观察到的损伤模式的一般特征。
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引用次数: 0
Quasistatic fracture evolution using a nonlocal cohesive model 基于非局部内聚模型的准静态裂缝演化
IF 2.2 3区 工程技术 Q3 MATERIALS SCIENCE, MULTIDISCIPLINARY Pub Date : 2023-06-20 DOI: 10.1007/s10704-023-00711-0
Debdeep Bhattacharya, Robert Lipton, Patrick Diehl

We introduce a nonlocal model of peridynamic type for fracture evolution in the quasistatic regime. Nonlocal quasistatic fracture evolution is developed and supporting numerical examples are presented. The approach is implicit and is based on local stationary and fixed point methods. Here a smooth cohesive force-strain model is used. Initially the force increases with strain then softens and decreases to zero. It is proved that the fracture evolution decreases stored elastic energy with each displacement step as the cracks advance; provided the displacement increments are chosen sufficiently small. These results apply to any system of multiple cracks. This is also seen in the numerical examples. The numerical examples include evolution of a straight crack, a crack propagating inside an L-shaped domain, and two offset inward propagating cracks.

我们介绍了一种用于准静态断裂演化的围动力学非局部模型。我们建立了非局部准静态断裂演化模型,并给出了支持该模型的数值示例。该方法是隐式的,基于局部静止和定点方法。这里使用的是光滑内聚力-应变模型。最初,力随应变增加,然后变软并减小到零。研究证明,只要位移增量选得足够小,随着裂缝的推进,断裂演化的每一步位移都会减少储存的弹性能量。这些结果适用于任何多裂缝系统。这在数值示例中也可以看到。数值示例包括一条直线裂纹、一条在 L 形域内扩展的裂纹以及两条向内扩展的偏移裂纹的演变。
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引用次数: 0
Influence of self-weight on size effect of quasi-brittle materials: generalized analytical formulation and application to the failure of irregular masonry arches 自重对准脆性材料尺寸效应的影响——广义解析公式及其在不规则砌体拱破坏中的应用
IF 2.2 3区 工程技术 Q3 MATERIALS SCIENCE, MULTIDISCIPLINARY Pub Date : 2023-06-16 DOI: 10.1007/s10704-023-00710-1
Micaela Mercuri, Madura Pathirage, Amedeo Gregori, Gianluca Cusatis
<div><p>Up to the beginning of the twenty-first century, most of quasi-brittle structures, in particular the ones composed by concrete or masonry frames and walls, were designed and built according to codes that totally ignored fracture mechanics theory. The structural load capacity predicted by strength-based theories, such as plastic analysis and limit analysis, do not exhibit size-effect. Within the framework of fracture mechanics theory, this paper deals with the analysis of the effect of non proportional loadings on the strength reduction with the structural scaling. In particular, this study investigates the size-effect of quasi-brittle materials subjected to self-weight. Although omnipresent, gravity-load is often considered negligible in most studies in the field of fracture mechanics. This assumption is obviously not valid for large structures and in particular for geometries in which the dead load is a major driving force leading to fracture and structural failure. In this study, an analytical formulation expressing the relation between the strength-reduction and the structural scaling and accounting for self-weight, was derived for both notched and unnotched bodies. More specifically, a closed form expression for size and self-weight effects was first derived for notched specimens from equivalent linear elastic fracture mechanics. Next, equivalent linear elastic fracture mechanics theory being not applicable to unnotched bodies, a cohesive model formulation was considered. Particularly, the cohesive size effect curve and the generalized cohesive size effect curves, originally obtained via cohesive crack analysis for weightless bodies with sharp and blunt/unnotched notches, respectively, were equipped of an additional term to account for the effect of gravity. All the resulting formulas were compared with the predictions of numerical simulation resulting from the adoption of the Lattice Discrete Particle Model. The results point out that the analytical formulas match very well the results of the numerical model for both notched and unnotched samples. Furthermore, the analytical formulas predict a vertical asymptote for increasing size, in the typical double-logarithm strength versus structural size representation. The asymptote corresponds to a characteristic size at which the structure fails under its own weight. For large structural sizes approaching this characteristic size, the newly developed formulas deviate significantly from previously proposed size-effect formulas. The practical relevance of this finding was demonstrated by analyzing size and self-weight effect for several quasi-brittle materials such as concrete, wood, limestone and carbon composites. Most importantly, the proposed formulas were applied to the failure of semi-circular masonry arches under spreading supports with different slenderness ratios. Results show that analytical formulas well predict numerical simulations and, above all, that for vaulted structures it
直到二十一世纪初,大多数准脆性结构,特别是由混凝土或砌体框架和墙体组成的结构,都是根据完全忽视断裂力学理论的规范进行设计和建造的。塑性分析和极限分析等以强度为基础的理论所预测的结构承载能力并不表现出尺寸效应。本文在断裂力学理论的框架内,分析了非比例荷载对结构缩放时强度降低的影响。特别是,本研究调查了承受自重的准脆性材料的尺寸效应。尽管重力荷载无处不在,但在断裂力学领域的大多数研究中,重力荷载通常被认为是可以忽略不计的。这一假设显然不适用于大型结构,特别是死载荷是导致断裂和结构破坏的主要驱动力的几何结构。在本研究中,针对有缺口和无缺口的结构体,推导出了表达强度降低与结构缩放之间关系的分析公式,并考虑了自重。更具体地说,首先根据等效线性弹性断裂力学推导出缺口试样的尺寸和自重效应的封闭式表达式。然后,由于等效线性弹性断裂力学理论不适用于无缺口试样,因此考虑采用内聚模型公式。特别是,最初通过内聚裂纹分析分别获得的带有尖锐和钝/无缺口的失重体的内聚尺寸效应曲线和广义内聚尺寸效应曲线,增加了一个附加项以考虑重力效应。将所有得出的公式与采用晶格离散粒子模型进行数值模拟得出的预测结果进行了比较。结果表明,对于有缺口和无缺口的样品,分析公式与数值模型的结果非常吻合。此外,在典型的强度与结构尺寸双对数表示法中,分析公式预测了尺寸增大时的垂直渐近线。该渐近线对应于结构在自重作用下失效的特征尺寸。对于接近这一特征尺寸的大结构尺寸,新开发的公式与之前提出的尺寸效应公式有很大偏差。通过分析几种准脆性材料(如混凝土、木材、石灰石和碳复合材料)的尺寸和自重效应,证明了这一发现的实用性。最重要的是,所提出的公式被应用于不同细长比的展开支撑下半圆形砌体拱的破坏。结果表明,分析公式可以很好地预测数值模拟结果,尤其是对于拱顶结构,必须考虑自重的影响。
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引用次数: 0
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International Journal of Fracture
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