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A rheological constitutive model to predict the anisotropic biaxial bending behavior of spiral strands subjected to variable axial force 预测螺旋股在可变轴向力作用下的各向异性双轴弯曲行为的流变构成模型
IF 3.4 3区 工程技术 Q1 MECHANICS Pub Date : 2024-09-24 DOI: 10.1016/j.ijsolstr.2024.113082
Mohammad Ali Saadat, Damien Durville
Spiral strands exhibit dissipative bending behavior when subjected to external axial force. To the best of the authors’ knowledge, only the uniaxial bending behavior of spiral strands subjected to constant axial force has been studied in the literature so far. Thanks to a recently developed mixed stress–strain driven computational homogenization for spiral strands, this paper is the first to study the biaxial bending behavior of spiral strands subjected to variable tensile force. Based on the observed anisotropic behavior, a rheological constitutive model equivalent to multilayer spiral strands is proposed to predict their behavior under such loading. For an Nl-layer strand, the proposed model consists of several angularly distributed uniaxial spring systems, referred to as a multiaxial spring system, where each uniaxial spring system consists of a spring and Nl slider-springs. In a uniaxial spring system, the spring represents the slip contribution of all wires to the bending stiffness of the strand, while each slider-spring represents the stick contribution of each layer. A major advantage of the proposed scheme is its straightforward parameter identification, requiring only several monotonic uniaxial bendings under constant axial force. The proposed rheological model has been verified against the responses obtained from the mixed stress–strain driven computational homogenization through several numerical examples. These examples consist of complex uniaxial and biaxial load cases with variable tensile force. It has been shown that the proposed scheme not only predicts the response of the strand, but also provides helpful insight into the complex underlying mechanism of spiral strands. Furthermore, the low computational cost of the proposed models makes them perfect candidates for implementation as a constitutive law in a beam model. Using a single beam with the proposed constitutive law, spiral strand simulations can be performed in a few seconds on a laptop instead of a few hours or days on a supercomputer.
螺旋股在受到外部轴向力时表现出耗散弯曲行为。据作者所知,迄今为止,文献中只研究了螺旋绞线在恒定轴向力作用下的单轴弯曲行为。得益于最近开发的螺旋钢绞线混合应力-应变驱动计算均质化技术,本文首次研究了螺旋钢绞线在可变拉力作用下的双轴弯曲行为。基于观察到的各向异性行为,本文提出了一个等效于多层螺旋绞线的流变构成模型,以预测其在此类载荷下的行为。对于 Nl 层螺旋绞线,提出的模型由多个角度分布的单轴弹簧系统组成,称为多轴弹簧系统,其中每个单轴弹簧系统由一个弹簧和 Nl 个滑块弹簧组成。在单轴弹簧系统中,弹簧代表所有导线对钢绞线弯曲刚度的滑移贡献,而每个滑块弹簧则代表每层的棍棒贡献。所提方案的一个主要优点是参数识别简单,只需在恒定轴力下进行几次单调的单轴弯曲即可。通过几个数值示例,根据混合应力-应变驱动计算均质化得到的响应,对所提出的流变模型进行了验证。这些示例包括具有可变拉力的复杂单轴和双轴载荷情况。结果表明,所提出的方案不仅能预测钢绞线的响应,还能帮助人们深入了解螺旋钢绞线复杂的内在机理。此外,所提模型的计算成本较低,因此非常适合作为梁模型的构成法则。使用带有所提出的构成法则的单梁,螺旋绞线模拟可以在笔记本电脑上几秒钟内完成,而不需要在超级计算机上花费几小时或几天的时间。
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引用次数: 0
Buckling of planar curved beams with finite prebuckling deformation 具有有限预屈曲变形的平面曲线梁的屈曲
IF 3.4 3区 工程技术 Q1 MECHANICS Pub Date : 2024-09-22 DOI: 10.1016/j.ijsolstr.2024.113081
Jiacheng Li , Fei Pan , Shu Guo , Yuli Chen , Yewang Su
The serpentine structure with a sufficiently thick cross section has recently been proposed as an important design concept in stretchable electronics, which features mechanically stable in-plane deformation mechanism and very low electrical resistance, bringing unique advantages for devices compared with the traditional thin ribbon layout. However, unduly increasing the thickness is well known to sacrifice the overall flexibility and functionality of devices. Such a contradiction leads to challenges in structural stability, as a relatively thick but insufficient serpentine structure may eventually undergo the out-of-plane buckling after significant in-plane prebuckling deformation and appreciable alterations in initial configuration, which is ignored by most conventional buckling theories (CBTs) and linear buckling analysis in commercial finite element analysis software, producing intolerable errors when predicting the critical loads. In this paper, a systematic and straightforward theory considering the finite prebuckling deformation (FPD buckling theory) is established to investigate the underlying mechanism. Two sets of governing equations related to the prebuckling and FPD buckling behavior are obtained. Four representative examples, including two classical problems of planar curved beams and two typical loading conditions of serpentine structures, have been carefully studied. Comparisons with the accurate geometrically-nonlinear-analysis-based (GNAB) buckling analysis have amply demonstrated the validity of our theory in predicting the reinforcement effect of prebuckling deformation on the buckling resistance of structures. Key dimensionless geometric parameters that govern this effect have also been identified, providing direct and effective guidance for the design and optimization of stretchable electronic devices.
具有足够厚横截面的蛇形结构是最近提出的可拉伸电子器件的一个重要设计概念,它具有机械稳定的面内变形机制和极低的电阻,与传统的薄带状布局相比,为器件带来了独特的优势。然而,众所周知,过度增加厚度会牺牲器件的整体灵活性和功能性。这种矛盾导致了结构稳定性方面的挑战,因为相对较厚但不够充分的蛇形结构在经过显著的面内预屈曲变形和初始配置的明显改变后,最终可能会发生面外屈曲,而大多数传统屈曲理论(CBT)和商用有限元分析软件中的线性屈曲分析都忽略了这一点,从而在预测临界载荷时产生了不可容忍的误差。本文建立了一个考虑到有限预屈曲变形的系统而简单的理论(FPD 屈曲理论)来研究其基本机制。本文获得了与预屈曲和 FPD 屈曲行为相关的两组控制方程。仔细研究了四个具有代表性的实例,包括两个平面弯曲梁的经典问题和两个蛇形结构的典型加载条件。通过与基于几何非线性分析的精确屈曲分析(GNAB)进行比较,充分证明了我们的理论在预测预屈曲变形对结构抗屈曲性的加固效应方面的有效性。我们还确定了影响这种效应的关键无量纲几何参数,为可拉伸电子设备的设计和优化提供了直接有效的指导。
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引用次数: 0
Slip identification from HR-DIC/EBSD: Incorporating Crystal Plasticity constitutive laws 从 HR-DIC/EBSD 识别滑移:纳入晶体塑性组成规律
IF 3.4 3区 工程技术 Q1 MECHANICS Pub Date : 2024-09-21 DOI: 10.1016/j.ijsolstr.2024.113077
Dorian Depriester, Jean-patrick Goulmy, Laurent Barrallier
It is well known that dislocation slip plays a major role in plastic deformation of polycrystals. Depending on the crystal’s symmetry, only a limited number of Slip Systems (SSs) are possible, and their activities depend on the crystal orientation with respect to the applied stress. High Resolution Digital Image Correlation (HR-DIC) can be used to get the full-field measurements of displacement fields on the surface of the strained material during an in situ tensile test, whereas the EBSD technique provides local crystallographic orientations. Therefore, coupling them can lead to full description of the local slip activities. Recently, an algorithm (named SSLIP) was proposed in the literature to automatically estimate the plastic activity from HR-DIC and EBSD data. The aim of the present paper is first to improve this algorithm so that it works for incremental straining, and to propose a way to take account for the anisotropic behaviour through a well-known set of Crystal Plasticity (CP) constitutive laws. It is shown that slip identification, together with those CP laws, can be used to estimate the tensile stress at grain scale. The influence of the DIC resolution is investigated and “correction rules” for small grains are proposed. Finally, the experimental results are compared against those found using the CP Finite Element Method (CPFEM), showing good consistency, specially in terms of active SSs and local stress.
众所周知,位错滑移在多晶体的塑性变形中起着重要作用。根据晶体的对称性,只可能存在数量有限的滑移系统(SS),其活动取决于晶体相对于外加应力的取向。高分辨率数字图像相关性(HR-DIC)可用于在原位拉伸试验中对受拉伸材料表面的位移场进行全场测量,而 EBSD 技术可提供局部晶体取向。因此,将两者结合起来可以全面描述局部滑移活动。最近,文献中提出了一种从 HR-DIC 和 EBSD 数据中自动估算塑性活动的算法(名为 SSLIP)。本文的目的首先是改进该算法,使其适用于增量应变,并提出一种方法,通过一套著名的晶体塑性(CP)构成定律来考虑各向异性行为。结果表明,滑移识别与这些 CP 定律可用于估算晶粒尺度的拉伸应力。研究了 DIC 分辨率的影响,并提出了针对小晶粒的 "修正规则"。最后,将实验结果与 CP 有限元方法(CPFEM)得出的结果进行了比较,结果显示两者具有良好的一致性,特别是在活动 SS 和局部应力方面。
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引用次数: 0
Numerical calculation for streaming potentials caused by solid deformation 固体变形引起的流势的数值计算
IF 3.4 3区 工程技术 Q1 MECHANICS Pub Date : 2024-09-21 DOI: 10.1016/j.ijsolstr.2024.113080
Shaozhe Pan, Zhende Hou, Lianyun Xu
When a solid is deformed by an external force, it will cause the liquid in its internal pores to flow and generate a streaming potential. To understand the streaming potentials in the pores, a numerical analysis model of solid–liquid-streaming potential coupling was proposed. To validate the model, an experiment was designed and the reliability of the model was demonstrated by comparing with the results of the experiment and a theoretical analysis respectively. Then the model was applied to numerically calculate the streaming potentials in tubes with tapered-through-hole and curved holes with different curvatures respectively. The results show that under the same external loading, the streaming potentials in a straight tapered tube increases with the decrease of tube outlet diameter and increase of the thin tube length. Another result is that the curvature of a thin bent tube or hole can also cause the increment of the streaming potential. The loading frequency also affect the streaming potential. Relatively high loading frequency results in increasing the amplitude of the streaming potential.
当固体在外力作用下发生变形时,会导致其内部孔隙中的液体流动并产生流势。为了解孔隙中的流势,提出了固液流势耦合数值分析模型。为了验证该模型,设计了一个实验,并通过与实验结果和理论分析结果的比较分别证明了该模型的可靠性。然后,应用该模型分别对不同曲率的带状通孔和弯曲孔管中的流势进行了数值计算。结果表明,在相同的外部载荷下,直锥形管内的流势随管出口直径的减小和细管长度的增加而增大。另一个结果是,弯曲细管或孔的曲率也会导致流势增加。加载频率也会影响流势。相对较高的加载频率会导致流势振幅增大。
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引用次数: 0
Effective toughness based on Eshelby transformation theory for heterogeneous composites 基于埃舍尔比转化理论的异质复合材料有效韧性
IF 3.4 3区 工程技术 Q1 MECHANICS Pub Date : 2024-09-20 DOI: 10.1016/j.ijsolstr.2024.113074
Yun Xu , Yao Long , Hengbing An , Jun Chen

Predicting fracture toughness of heterogeneous composites is an important and challenging problem in physics and mechanics. The dependence of effective toughness on elastic properties of phases remains unclear. Considering that energy plays an essential role in crack propagation, an energy approach is proposed to obtain effective toughness in this study. We built the relationship between effective toughness and the homogenized local surface energy. The energy is constructed by generalizing Eshelby’s equivalent inclusion formulation to heterogeneous case, which couples physical features with elastic properties. An analytical formula of effective toughness can be derived for heterogeneous composites. Based on this formula, effects of toughness and elastic properties of the phases are discussed in depth, which reveals that how elastic heterogeneity can influence the effective toughness fundamentally. It is demonstrated that the predictions of concretes and metal toughening glasses agree well with experimental evidences.

预测异质复合材料的断裂韧性是物理学和力学中一个重要而又具有挑战性的问题。有效韧性与各相弹性特性的关系仍不清楚。考虑到能量在裂纹扩展中起着至关重要的作用,本研究提出了一种能量方法来获得有效韧性。我们建立了有效韧性与均质化局部表面能之间的关系。能量是通过将 Eshelby 的等效包含公式推广到异质情况下而构建的,它将物理特征与弹性特性结合在一起。可以推导出异质复合材料的有效韧性分析公式。根据该公式,深入讨论了韧性和各相弹性特性的影响,揭示了弹性异质性如何从根本上影响有效韧性。结果表明,混凝土和金属增韧玻璃的预测结果与实验证据十分吻合。
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引用次数: 0
Two-way coupled modeling of dislocation substructure sensitive crystal plasticity and hydrogen diffusion at the crack tip of FCC single crystals 对位错亚结构敏感的晶体塑性和 FCC 单晶裂纹尖端氢扩散的双向耦合建模
IF 3.4 3区 工程技术 Q1 MECHANICS Pub Date : 2024-09-19 DOI: 10.1016/j.ijsolstr.2024.113072
Tang Gu , Baolin Wang , Ting Zhu , Gustavo M. Castelluccio , David L. McDowell
Dislocation substructure-sensitive crystal plasticity (DSS-CP) modeling accounts for the evolution of mesoscale structures using dislocation-based parameters informed by experiments and computation at various lower length scales. To a first-order approximation, DSS-CP model parameters are affected by hydrogen (H) concentration, accounting for both H-dependent yield strength and strain hardening rate. This H-affected DSS-CP model is two-way coupled with H-diffusion to explore both effects of plastic deformation on H-diffusion and effects of H on yield strength and strain hardening in the DSS-CP model. Crack tip simulations are performed for face-centered cubic (FCC) metals under monotonic loading conditions with and without H. Enhanced maximum plastic deformation in the vicinity of the crack tip (i.e., localization or intensification of plastic strain) and crack tip opening displacement (CTOD) are predicted in the presence of H, consistent with experimental observations. In spite of increased initial strength due to H, subsequent reduction of the rate of strain hardening in the presence of H is shown to enhance localization of crack tip plasticity. Furthermore, this modeling framework predicts that higher H-diffusivity (leading to a larger H-affected zone) will enhance the crack tip plasticity, making use of the two-way coupling algorithm implemented in this work. On the other hand, we find that the H-sensitivity of crack tip strain localization response, based only on modification of model parameters, is too weak to explain typical experimental observations. This points to the need to develop more advanced DSS-CP constitutive relations that consider highly complex dislocation interactions with point defects.
位错亚结构敏感晶体塑性(DSS-CP)建模利用基于位错的参数来解释中尺度结构的演变,这些参数由各种较低长度尺度的实验和计算提供。在一阶近似情况下,DSS-CP 模型参数受氢(H)浓度的影响,同时考虑到与氢有关的屈服强度和应变硬化率。这种受氢影响的 DSS-CP 模型与氢扩散进行了双向耦合,以探索塑性变形对氢扩散的影响以及氢对 DSS-CP 模型中屈服强度和应变硬化的影响。在有 H 和无 H 的单调加载条件下,对面心立方(FCC)金属的裂纹尖端进行了模拟。在有 H 的情况下,裂纹尖端附近的最大塑性变形(即塑性应变的局部化或强化)和裂纹尖端张开位移(CTOD)会增强,这与实验观察结果一致。尽管 H 会增加初始强度,但在 H 的存在下,应变硬化速率的降低会增强裂纹尖端塑性的局部化。此外,该建模框架还预测,利用本研究中实施的双向耦合算法,更高的 H 扩散率(导致更大的 H 影响区)将增强裂纹尖端塑性。另一方面,我们发现仅仅基于模型参数的修改,裂纹尖端应变定位响应的 H 敏感性太弱,无法解释典型的实验观察结果。这表明需要开发更先进的 DSS-CP 构成关系,以考虑与点缺陷之间高度复杂的位错相互作用。
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引用次数: 0
Framework for electrochemical-mechanical behavior of all-solid-state batteries: From the reconstruction method to multi-physics and multi-scale modeling 全固态电池的电化学-机械行为框架:从重构法到多物理场和多尺度建模
IF 3.4 3区 工程技术 Q1 MECHANICS Pub Date : 2024-09-18 DOI: 10.1016/j.ijsolstr.2024.113078
Pingyuan Huang, Zhan-Sheng Guo

All-solid-state batteries (ASSBs) are high-energy, high-power batteries. To enhance the understanding of the electrochemical-mechanical behavior in ASSBs across different scales, we developed a multi-physics and multi-scale modeling framework. This framework incorporates elastoplastic finite deformation and electrode microstructures of ASSBs, and the role of gradient plasticity in the governing equation for multiple physical fields was discussed. Utilizing X-ray computed tomography, we reconstructed the microstructure through a machine learning (ML)-informed image segmentation process. Our study clarifies the impact of electrode microstructures on concentration, stress, voltage, delamination and buckling from AM to electrode scale. Comparative analysis of the Feret diameter distribution of active materials (AMs) shows that ML-informed image segmentation outperforms two traditional segmentation methods. We observed that the asynchronous diffusion saturation of AMs, varying in shape and size, significantly influences the electrochemical-mechanical behavior of ASSBs, resulting in complicated debonding indices and J-integral distribution at the interface. The proposed upscaling homogenization procedure is demonstrated to be efficient for buckling analysis, with the shape mode closely matching existing experimental observations. These results shed light on the critical multi-physics and multi-scale coupling mechanisms in ASSBs.

全固态电池(ASSB)是一种高能量、高功率电池。为了加深对不同尺度全固态电池的电化学-机械行为的理解,我们开发了一个多物理场和多尺度建模框架。该框架结合了 ASSB 的弹塑性有限变形和电极微结构,并讨论了梯度塑性在多物理场治理方程中的作用。利用 X 射线计算机断层扫描,我们通过机器学习(ML)信息图像分割过程重建了微观结构。我们的研究阐明了从 AM 到电极尺度的电极微观结构对浓度、应力、电压、分层和屈曲的影响。对活性材料(AM)Feret 直径分布的比较分析表明,ML-informed 图像分割优于两种传统分割方法。我们观察到,形状和尺寸各异的 AMs 的异步扩散饱和会显著影响 ASSB 的电化学-机械行为,导致界面上复杂的脱粘指数和 J 积分分布。实验证明,所提出的放大均质化程序可以有效地进行屈曲分析,其形状模式与现有的实验观察结果非常吻合。这些结果揭示了 ASSB 中关键的多物理场和多尺度耦合机制。
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引用次数: 0
Hydride induced embrittlement and fracture of non-hardening metals under hydrogen chemical equilibrium 氢化学平衡下非硬化金属的氢化物诱导脆化和断裂
IF 3.4 3区 工程技术 Q1 MECHANICS Pub Date : 2024-09-18 DOI: 10.1016/j.ijsolstr.2024.113073
A.G. Varias

The stress field in the hydride precipitation zone is examined, under conditions of hydrogen chemical equilibrium and constant temperature, in the case of non-hardening metals, by applying slip-line theory. It is proven that the hydride precipitation zone, in any geometry, is a constant stress area. In this area, the principal stresses are equal to the respective principal stresses, before hydride precipitation, minus the difference of hydrostatic stress before and after hydride precipitation. The general relations are applied to the case of a stationary sharp mode-I plane-strain crack and the deviations from Prandtl-field are derived, in the [-π/4, +π/4] sector ahead of the tip, where hydrides precipitate. In this case, the hydride precipitation sector is characterized by a constant hydride volume fraction. In addition, hydride precipitation is associated with the development of elastic sectors along the crack faces and the reduction of the centered fan sectors; the relation between hydride precipitation zone stress trace and the extent of the centered fan sector is presented. The mode-I plane-strain blunted crack is also considered and the deviations from the logarithmic spiral slip-lines is discussed together with the reduction of hydride volume fraction as the blunted crack-tip is approached. A general fracture criterion, based on the strength of hydride platelets, is derived, which indicates that fracture occurs, when a critical hydride precipitation zone stress trace dominates. The criterion is applied, under the condition of a dominant K-field annulus, surrounding the plastic zone, and the estimated threshold stress intensity factor of delayed hydride cracking correlates favorably with experimental measurements.

在氢化学平衡和恒温条件下,通过应用滑移线理论,研究了非硬化金属氢化物析出区的应力场。研究证明,氢化物析出区在任何几何形状下都是一个恒定应力区。在该区域,主应力等于氢化物析出前各自的主应力减去氢化物析出前后的静水压力差。将一般关系应用于静止尖锐模态 I 平面应变裂纹的情况,并推导出在氢化物析出的尖端前方 [-π/4, +π/4] 区域与普朗特场的偏差。在这种情况下,氢化物析出区的特点是氢化物体积分数恒定。此外,氢化物析出还与沿裂纹面弹性扇形区的发展和中心扇形区的减小有关;本文介绍了氢化物析出区应力轨迹与中心扇形区范围之间的关系。此外,还考虑了模式 I 平面应变钝化裂纹,并讨论了对数螺旋滑移线的偏差,以及钝化裂纹顶端接近时氢化物体积分数的减少。根据氢化物板块的强度,得出了一般断裂准则,该准则表明,当临界氢化物析出区应力轨迹占主导地位时,就会发生断裂。该标准是在塑性区周围的 K 场环带占主导地位的条件下应用的,延迟氢化物裂纹的估计临界应力强度因子与实验测量结果密切相关。
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引用次数: 0
Post-Necking full-field FEMU identification of anisotropic plasticity from flat notched tension experiments 从平缺口拉伸实验中识别各向异性塑性的颈后全场有限元分析法
IF 3.4 3区 工程技术 Q1 MECHANICS Pub Date : 2024-09-16 DOI: 10.1016/j.ijsolstr.2024.113076
Emmanouil Sakaridis, Christian C. Roth, Benoit Jordan, Dirk Mohr

This work introduces a finite element model updating (FEMU) identification scheme to determine the material parameters of an anisotropic metal plasticity model. Surround digital image correlation (DIC) data is collected from tensile tests on mildly notched flat specimens and it is used to minimize specimen alignment errors when comparing simulations and experiments. The front surface displacement fields and resultant force history are leveraged to calibrate a Whip-Bezier based material model in a computationally-efficient procedure, which treats the pre- and post-necking regimes separately. Experimental data from specimens with a larger notch radius (NT20) serve as the training set, while data from specimens with a smaller notch radius (NT6) are used for validation. Analysis of identification methods using datasets from virtual experiments highlights the improved generalization ability of the full-field approach compared to solely using force–displacement curves. However, this work also demonstrates that through-thickness necking in real notched tensile experiments is asymmetric. This can hinder the identification of the large strain segment of hardening laws, especially when a FEMU approach incorporates full-field information from one specimen surface only. Consequently, it is recommended to use advanced finite element models that capture asymmetric localized strain fields or to base the identification of large strain hardening responses on experiments that achieve large strains without asymmetric through-thickness strain localization, such as in-plane torsion tests.

本研究介绍了一种有限元模型更新(FEMU)识别方案,用于确定各向异性金属塑性模型的材料参数。环绕数字图像相关(DIC)数据是从轻度缺口平面试样的拉伸试验中收集的,用于在比较模拟和实验时尽量减少试样对齐误差。利用前表面位移场和结果力历史校准基于惠普-贝塞尔(Whip-Bezier)的材料模型,该过程计算效率高,可分别处理颈前和颈后状态。缺口半径较大的试样(NT20)的实验数据作为训练集,缺口半径较小的试样(NT6)的数据用于验证。利用虚拟实验数据集对识别方法进行分析,凸显了全场方法比单纯使用力-位移曲线更强的泛化能力。不过,这项工作也证明,实际缺口拉伸实验中的通厚颈缩是不对称的。这可能会妨碍对硬化规律的大应变段的识别,尤其是当有限元方法只包含一个试样表面的全场信息时。因此,建议使用能捕捉非对称局部应变场的先进有限元模型,或基于能实现大应变而无非对称厚度应变局部化的实验(如面内扭转试验)来识别大应变硬化响应。
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引用次数: 0
Compressibility and shear compliance of a pore possessing an (n + 1)-fold axis of symmetry via the use of a conformal mapping function containing an arbitrary number of terms 通过使用包含任意项数的共形映射函数,获得具有 (n + 1) 倍对称轴的孔隙的可压缩性和剪切顺应性
IF 3.4 3区 工程技术 Q1 MECHANICS Pub Date : 2024-09-15 DOI: 10.1016/j.ijsolstr.2024.113075
Xu Wang , Peter Schiavone
We propose a simple yet effective method to determine the compressibility and the shear compliance of a pore possessing an (n + 1)-fold axis of symmetry with n ≥ 2 embedded in an infinite isotropic elastic body. The conformal mapping function which maps the exterior of the pore onto the exterior of the unit circle in the image plane contains an arbitrary number of terms. When the mapping function has N+1 terms, the compressibility and shear compliance are found by solving, respectively, sets of N and 2N coupled linear algebraic equations. Detailed numerical results for the compressibility and shear compliance of equilateral polygonal holes and a five-pointed star shaped hole are presented to demonstrate the proposed solution method.
我们提出了一种简单而有效的方法,用于确定嵌入无限各向同性弹性体中具有 n ≥ 2 的 (n + 1) 倍对称轴的孔隙的可压缩性和剪切顺应性。将孔隙外部映射到图像平面单位圆外部的共形映射函数包含任意数量的项。当映射函数有 N+1 项时,通过分别求解 N 个和 2N 个耦合线性代数方程组,可求得压缩性和剪切顺应性。本文给出了等边多边形孔和五角星形孔的可压缩性和剪切顺应性的详细数值结果,以演示所提出的求解方法。
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引用次数: 0
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International Journal of Solids and Structures
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