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The effect of fiber plasticity on domain formation in soft biological composites—Part I: A bifurcation analysis 纤维塑性对软生物复合材料结构域形成的影响——第一部分:分岔分析
IF 6 2区 工程技术 Q2 MATERIALS SCIENCE, MULTIDISCIPLINARY Pub Date : 2025-12-25 DOI: 10.1016/j.jmps.2025.106482
Michalis Agoras , Fernanda F. Fontenele , Nikolaos Bouklas
The main objective of this work is to shed light on the effect of fiber plasticity on the macroscopic response and domain formation in soft biological composites. This goal is pursued by analyzing the plane-strain response of two-phase laminates. In the context of this problem, the effect of fiber plasticity is accounted for by allowing the elastically stiffer layers (“fiber” phase) to also yield plastically and by taking the soft layers (“matrix” phase) to be purely elastic solids. The analysis is carried out at finite elastic and plastic strains, but it is restricted to unidirectional, non-monotonic loading paths, applied by initially increasing the macroscopic stretch along the direction of the layers up to a prescribed maximum value and then decreasing the same stretch down to a minimum value. A simple expression is derived for the critical conditions at which the homogenized behavior of the laminate loses strong ellipticity for the first time along the loading path. The relevance of this result stems from the fact that the loss of macroscopic ellipticity of these composites is known to coincide with the onset of bifurcations of the long-wavelength type. It follows from this result that, just like hyperelastic laminates, elastoplastic laminates may lose macroscopic ellipticity whenever their incremental strength in shear perpendicular to the layers vanishes for the first time. It is shown by means of specific numerical calculations that fiber plasticity has a softening effect on the critical shear strength of the laminate under monotonically increasing loading and a hardening effect under monotonically decreasing loading, whereas local elasticity has the opposite effects. Thus, the effects of local elasticity and fiber plasticity compete with each other at every stage of the deformation where both mechanisms are active and whether or not a specific laminate will lose its macroscopic ellipticity along a given loading path depends crucially on the relative strengths of these effects. In this regard, the influence of the relevant loading and material parameters is investigated in detail. For situations in which loss of macroscopic ellipticity does take place, a corresponding post-bifurcation solution for the homogenized behavior of the laminate is computed. The deformed state of the material described by this solution is characterized by twin lamellar domains that are formed at a length scale much larger than the width of the original, microscopic layers, but still much smaller than the overall dimensions of the macroscopic specimen under consideration. The macroscopic response of these composites is found to be much softer along the bifurcated equilibrium path than along the corresponding principal path. Nevertheless, no macroscopic unloading has been observed in the post-bifurcation regime, indicating accordingly that the macroscopic, post-bifurcation behavior of these materials is stable.
本研究的主要目的是揭示纤维塑性对软质生物复合材料宏观响应和结构域形成的影响。通过分析两相层合板的平面应变响应来实现这一目标。在这个问题的背景下,纤维塑性的影响是通过允许弹性较硬的层(“纤维”相)也具有塑性屈服,并通过将软层(“基体”相)作为纯弹性固体来解释的。该分析是在有限的弹塑性应变下进行的,但它仅限于单向、非单调的加载路径,通过首先沿层向增加宏观拉伸到规定的最大值,然后减少相同的拉伸到最小值来施加。导出了层合板沿加载路径均匀性首次失去强椭圆性临界条件的简单表达式。这一结果的相关性源于这样一个事实,即已知这些复合材料的宏观椭圆性的损失与长波长型分岔的开始相吻合。由此可知,弹塑性层合板与超弹性层合板一样,在垂直于层合板的剪切强度增量首次消失时,也会失去宏观椭圆性。通过具体的数值计算表明,在单调递增加载条件下,纤维塑性对层合板的临界抗剪强度有软化作用,在单调递减加载条件下,纤维塑性对层合板的临界抗剪强度有硬化作用,而局部弹性则相反。因此,局部弹性和纤维塑性的影响在变形的每个阶段都是相互竞争的,在这两个机制都是活跃的,一个特定的层合板是否会沿着给定的加载路径失去宏观椭圆性,关键取决于这些影响的相对强度。为此,详细研究了相关载荷和材料参数的影响。对于确实发生宏观椭圆度损失的情况,计算了相应的层合板均匀化行为的分岔后解。该溶液描述的材料变形状态的特征是双片层畴,其形成的长度尺度远大于原始微观层的宽度,但仍远小于所考虑的宏观试样的总体尺寸。这些复合材料的宏观响应沿分岔平衡路径比沿相应的主路径要软得多。然而,在分岔后没有观察到宏观卸载,这表明这些材料的宏观分岔后行为是稳定的。
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引用次数: 0
1D linear stability analysis based on an adjusted correction factor for dynamic expansion: Application to plates and rods 基于调整后的动态膨胀修正系数的一维线性稳定性分析:应用于板和棒
IF 6 2区 工程技术 Q2 MATERIALS SCIENCE, MULTIDISCIPLINARY Pub Date : 2025-12-25 DOI: 10.1016/j.jmps.2025.106487
U. Houire , S. Mercier , C. Czarnota , M. Xavier , S. El Maï
This work investigates the onset and development of plastic strain localization during the dynamic expansion of metallic shells. The multiple necking and fragmentation scenario are here viewed as originating from the development of geometrical perturbations (i.e., surface roughness), whose time evolution plays a critical role for the late free flight of fragments. Based on the extended 1DXLSA (One-Dimensional eXtended Linear Stability Analysis) model of Xavier et al. (2021), and using the 2DXLSA of Xavier et al. (2020) and FEM calculations as references, we propose an adjustment of the stress approximation in the neck section to better capture the onset of multiple necking in cylindrical (plate) and ring (round bar) geometries. A modified Bridgman correction factor is then introduced, which highlights the limitations of the previous 1DXLSA study. A good agreement in terms of time evolution of the perturbations is obtained between Finite element simulations, two-dimensional linear stability approach and the new 1D model.
本文研究了金属壳在动态膨胀过程中塑性应变局部化的发生和发展。多重颈缩和破碎情景被认为起源于几何扰动(即表面粗糙度)的发展,其时间演化对碎片的后期自由飞行起着关键作用。基于Xavier et al.(2021)的扩展1DXLSA(一维扩展线性稳定性分析)模型,并参考Xavier et al.(2020)的2DXLSA和FEM计算,我们提出了颈部截面应力近似的调整,以更好地捕捉圆柱形(板)和环形(圆杆)几何形状的多重颈部的开始。然后引入了一个修正的Bridgman校正因子,这突出了先前的1DXLSA研究的局限性。有限元模拟、二维线性稳定性方法和新的一维模型在扰动的时间演化方面有很好的一致性。
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引用次数: 0
A pseudo-dynamic phase-field model for brittle fracture 脆性断裂的伪动态相场模型
IF 6 2区 工程技术 Q2 MATERIALS SCIENCE, MULTIDISCIPLINARY Pub Date : 2025-12-23 DOI: 10.1016/j.jmps.2025.106493
Juan Michael Sargado, Joachim Mathiesen
The enforcement of global energy conservation in phase-field fracture simulations has been an open problem for the last 25 years. Specifically, the occurrence of unstable fracture is accompanied by a loss in total potential energy, which suggests a violation of the energy conservation law. This phenomenon can occur even with purely quasi-static, displacement-driven loading conditions, where finite crack growth arises from an infinitesimal increase in load. While such behavior is typically seen in crack nucleation, it may also occur in other situations. Initial efforts to enforce energy conservation involved backtracking schemes based on global minimization, however in recent years it has become clearer that unstable fracture, being an inherently dynamic phenomenon, cannot be adequately resolved within a purely quasi-static framework. Despite this, it remains uncertain whether transitioning to a fully dynamic framework would sufficiently address the issue. In this work, we propose a pseudo-dynamic framework designed to enforce energy balance without relying on global minimization. This approach incorporates dynamic effects heuristically into an otherwise quasi-static model, allowing us to bypass solving the full dynamic linear momentum equation. It offers the flexibility to simulate crack evolution along a spectrum, ranging from full energy conservation at one extreme to maximal energy loss at the other. Using data from recent experiments, we demonstrate that our framework can closely replicate experimental load-displacement curves, achieving results that are unattainable with classical phase-field models.
在过去的25年里,在相场压裂模拟中实施全球节能一直是一个悬而未决的问题。具体来说,不稳定断裂的发生伴随着总势能的损失,这表明它违反了能量守恒定律。这种现象甚至可以发生在纯准静态、位移驱动的加载条件下,其中有限裂纹扩展是由无穷小的载荷增加引起的。虽然这种行为通常在裂纹成核中看到,但它也可能发生在其他情况下。实施节能的最初努力涉及基于全局最小化的回溯方案,但近年来越来越清楚的是,不稳定断裂是一种内在的动态现象,不能在纯粹的准静态框架内充分解决。尽管如此,目前仍不确定过渡到一个完全动态的框架是否能充分解决这一问题。在这项工作中,我们提出了一个伪动态框架,旨在实现能量平衡,而不依赖于全局最小化。这种方法将动态效应启发式地结合到准静态模型中,使我们能够绕过求解完整的动态线性动量方程。它提供了沿谱模拟裂纹演化的灵活性,范围从一个极端的完全能量守恒到另一个极端的最大能量损失。利用最近的实验数据,我们证明了我们的框架可以很好地复制实验载荷-位移曲线,实现了经典相场模型无法实现的结果。
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引用次数: 0
Coupled thermo-hydrodynamic-mechanical peridynamics for thermal fluid-solid interactions with fracturing 压裂过程中热-固-流相互作用的热-水-力学耦合周动力学
IF 6 2区 工程技术 Q2 MATERIALS SCIENCE, MULTIDISCIPLINARY Pub Date : 2025-12-23 DOI: 10.1016/j.jmps.2025.106492
Changyi Yang , Jidong Zhao , Fan Zhu
This paper presents a thermo-hydrodynamic-mechanical (THM) peridynamics (PD) method for thermal fluid-solid interaction (FSI) involving fracturing in solids. Both fluid and solid materials are treated using the PD formulation. For solids, we employ a total-Lagrangian description consistent with classical PD, while for fluids, we develop a semi-Lagrangian approach with non-local operators to solve the Navier-Stokes equations under large deformations. The coupling method is achieved through a simple yet efficient two-way fictitious point method, ensuring accurate thermal and mechanical coupling across moving interfaces as discontinuities evolve. This approach also facilitates fluid flow through openings between crack surfaces. The THM PD framework is validated through various multi-physics simulations, including natural and mixed convection, quenching processes, and the injection of cold water into hot dry rock. These examples demonstrate its robust capabilities for modeling complex thermal FSI problems with evolving discontinuities. This framework bridges the application gap of PD in solids and fluids, allowing us to solve multi-physics problems using a single solver.
本文提出了一种热流体-固体相互作用(FSI)的热流体力学(THM)周动力学(PD)方法。流体和固体材料都使用PD配方进行处理。对于固体,我们采用与经典PD一致的全拉格朗日描述,而对于流体,我们采用非局部算子的半拉格朗日方法来求解大变形下的Navier-Stokes方程。耦合方法是通过一种简单而有效的双向虚拟点法实现的,确保了当不连续面演变时,在移动界面上精确地进行热耦合和机械耦合。这种方法还有助于流体通过裂缝表面之间的开口流动。THM PD框架通过多种多物理场模拟进行了验证,包括自然对流和混合对流、淬火过程以及向干热岩石注入冷水。这些例子证明了它在模拟具有演化不连续的复杂热FSI问题方面的强大能力。该框架弥补了PD在固体和流体中的应用差距,使我们能够使用单个求解器解决多物理场问题。
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引用次数: 0
Hydrogen embrittlement: Modelling material degradation and computational issues 氢脆:模拟材料退化和计算问题
IF 6 2区 工程技术 Q2 MATERIALS SCIENCE, MULTIDISCIPLINARY Pub Date : 2025-12-23 DOI: 10.1016/j.jmps.2025.106486
S. Xenos , I. Papadioti , E. Kamoutsi , G.N. Haidemenopoulos , P. Sofronis , N. Aravas
A damage mechanics constitutive model for the simulation of hydrogen embrittlement has been developed. The model builds on the “modified Bai-Wierzbicki” (MBW) model (Lian et al., 2013; Wu et al., 2017) and incorporates the effects of hydrogen on the mechanical behavior of steels. The proposed model accounts for hydrogen diffusion, transient trapping and detrapping kinetics, as well as for the effect of hydrogen on material softening and fracture through the hydrogen-enhanced-plasticity mediated decohesion concept (Nagao et al., 2018). Criteria for both ductile and quasi-cleavage failure are considered and implemented independently. The mathematical character of the incremental elastoplastic problem is studied in detail. It is shown that hydrogen-induced softening may lead to loss of ellipticity of the incremental problem, so that weak solutions with discontinuous velocity gradients become possible; this is known to lead to mesh-dependent finite element solutions. To overcome this difficulty, a viscoplastic regularization of the problem is introduced, which restores the ellipticity of the incremental problem and removes the undesired mesh-dependence of finite element solutions. A methodology for the numerical integration of the damage constitutive equations is presented. A discussion of the thermo-mechanical analogy for the coupled stress-analysis–hydrogen-diffusion problem is given, and several issues related to the use of ABAQUS for the simulation of hydrogen embrittlement phenomenon are addressed. Finite element solutions are developed for the problem of plastic flow localization in plane strain tension, and the problem of uniaxial tension of grade X65 pipeline steel round specimens, both in ambient air and in hydrogen under pressure.
建立了模拟氢脆的损伤力学本构模型。该模型建立在“修正的Bai-Wierzbicki”(MBW)模型(Lian et al., 2013; Wu et al., 2017)的基础上,并纳入了氢对钢力学行为的影响。该模型通过氢增强塑性介导的脱粘概念(Nagao et al., 2018)解释了氢的扩散、瞬态捕获和脱粘动力学,以及氢对材料软化和断裂的影响。塑性破坏和准解理破坏的判据是独立考虑和执行的。详细研究了增量弹塑性问题的数学特征。结果表明,氢致软化可能导致增量问题的椭圆性丧失,从而使速度梯度不连续的弱解成为可能;众所周知,这将导致依赖网格的有限元解。为了克服这一困难,引入了问题的粘塑性正则化,恢复了增量问题的椭圆性,消除了有限元解的网格依赖性。提出了一种损伤本构方程的数值积分方法。讨论了耦合应力分析-氢扩散问题的热-力学类比,并讨论了使用ABAQUS模拟氢脆现象的几个相关问题。针对X65级管线钢圆形试样在空气和氢气压力下的平面应变拉伸下塑性流动局部化问题和单轴拉伸问题,提出了有限元解法。
{"title":"Hydrogen embrittlement: Modelling material degradation and computational issues","authors":"S. Xenos ,&nbsp;I. Papadioti ,&nbsp;E. Kamoutsi ,&nbsp;G.N. Haidemenopoulos ,&nbsp;P. Sofronis ,&nbsp;N. Aravas","doi":"10.1016/j.jmps.2025.106486","DOIUrl":"10.1016/j.jmps.2025.106486","url":null,"abstract":"<div><div>A damage mechanics constitutive model for the simulation of hydrogen embrittlement has been developed. The model builds on the “modified Bai-Wierzbicki” (MBW) model (Lian et al., 2013; Wu et al., 2017) and incorporates the effects of hydrogen on the mechanical behavior of steels. The proposed model accounts for hydrogen diffusion, transient trapping and detrapping kinetics, as well as for the effect of hydrogen on material softening and fracture through the hydrogen-enhanced-plasticity mediated decohesion concept (Nagao et al., 2018). Criteria for both ductile and quasi-cleavage failure are considered and implemented independently. The mathematical character of the incremental elastoplastic problem is studied in detail. It is shown that hydrogen-induced softening may lead to loss of ellipticity of the incremental problem, so that weak solutions with discontinuous velocity gradients become possible; this is known to lead to mesh-dependent finite element solutions. To overcome this difficulty, a viscoplastic regularization of the problem is introduced, which restores the ellipticity of the incremental problem and removes the undesired mesh-dependence of finite element solutions. A methodology for the numerical integration of the damage constitutive equations is presented. A discussion of the thermo-mechanical analogy for the coupled stress-analysis–hydrogen-diffusion problem is given, and several issues related to the use of ABAQUS for the simulation of hydrogen embrittlement phenomenon are addressed. Finite element solutions are developed for the problem of plastic flow localization in plane strain tension, and the problem of uniaxial tension of grade X65 pipeline steel round specimens, both in ambient air and in hydrogen under pressure.</div></div>","PeriodicalId":17331,"journal":{"name":"Journal of The Mechanics and Physics of Solids","volume":"208 ","pages":"Article 106486"},"PeriodicalIF":6.0,"publicationDate":"2025-12-23","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145813943","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
A thermodynamically consistent multiscale thermo-mechanical-temporal damage model for quasi-brittle geomaterials 准脆性岩土材料的多尺度热-机-时损伤模型
IF 6 2区 工程技术 Q2 MATERIALS SCIENCE, MULTIDISCIPLINARY Pub Date : 2025-12-22 DOI: 10.1016/j.jmps.2025.106483
Zhaomin Lv , Yuanming Lai , Jianying Wu , Lunyang Zhao
Quasi-brittle geomaterials in deep geological environments exhibit complex, multiscale degradation influenced by coupled pressure-temperature-time (PTT) processes. This study presents an original thermodynamically consistent, micromechanics-based constitutive framework to capture the full evolution of thermo-mechanical-temporal (TMT) damage in these materials. The model unifies three primary dissipative mechanisms–frictional sliding, instantaneous damage, and rheological degradation–by incorporating temperature-dependent elasticity, friction, cohesion, and relaxation behavior. A generalized variational structure is formulated based on Helmholtz free energy and convex dissipation potential, naturally yielding orthogonal evolution laws for internal variables. To enable full TMT coupling, a temperature evolution equation is derived, accounting for internal heat generation and conduction. Closed-form analytical expressions for macroscopic stress-strain-damage relationships and strength criteria are derived with clear physical interpretations. For numerical implementation, a unified framework is developed, combining a semi-implicit correction scheme for instantaneous response and a fast integration algorithm for rheological evolution. The model’s predictions are validated against multistage triaxial creep experiments on Qirehatar and Beishan granites under coupled thermal-mechanical-creep loading conditions. The model successfully reproduces nonlinear deformation, strength evolution, and long-term creep failure, demonstrating robust predictive capability across different lithologies and loading regimes. Key findings reveal that short-term response is controlled by thermal softening of elastic stiffness, while long-term instability arises from synergistic effects of cohesion variation and thermally activated rheological relaxation under elevated temperatures. In summary, the proposed model provides a unified and thermodynamically consistent framework for evaluating the long-term stability of quasi-brittle geomaterials under deep engineering conditions, advancing the understanding of deep rock behavior in complex coupled PTT environments.
深层地质环境下的准脆性岩土材料表现出复杂的、多尺度的降解,受压力-温度-时间耦合过程的影响。本研究提出了一个原始的热力学一致的、基于微观力学的本构框架,以捕捉这些材料中热-机械-时间(TMT)损伤的完整演变。该模型通过结合温度相关的弹性、摩擦、黏聚和松弛行为,统一了三种主要的耗散机制——摩擦滑动、瞬时损伤和流变退化。在亥姆霍兹自由能和凸耗散势的基础上建立了广义变分结构,自然得到了内变量的正交演化规律。为了实现完全的TMT耦合,推导了考虑内部热产生和传导的温度演化方程。导出了具有清晰物理解释的宏观应力-应变-损伤关系和强度准则的封闭解析表达式。在数值实现方面,建立了一个统一的框架,结合了瞬态响应的半隐式校正方案和流变演化的快速积分算法。通过对齐齐哈塔尔和北山花岗岩在热-力-蠕变耦合加载条件下的多阶段三轴蠕变试验验证了该模型的预测。该模型成功地再现了非线性变形、强度演化和长期蠕变破坏,在不同岩性和加载条件下展示了强大的预测能力。关键发现表明,短期响应是由弹性刚度的热软化控制的,而长期不稳定是由高温下黏聚变化和热激活流变松弛的协同作用引起的。综上所述,该模型为评估深层工程条件下准脆性岩土材料的长期稳定性提供了一个统一的、热力学一致的框架,促进了对复杂耦合PTT环境下深部岩石行为的理解。
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引用次数: 0
Effect of water redistribution on the fracture of hydrogel in mechanochemical equilibrium state 水重分配对力学化学平衡状态下水凝胶破裂的影响
IF 6 2区 工程技术 Q2 MATERIALS SCIENCE, MULTIDISCIPLINARY Pub Date : 2025-12-20 DOI: 10.1016/j.jmps.2025.106491
Yan Yang , Qifang Zhang , Junjie Liu , Guozheng Kang , Tiejun Wang
Fluid effect on the fracture of hydrogel is of growing interest to the community of soft matter. In this work, we investigate the effect of water redistribution on the fracture of hydrogel in mechanochemical equilibrium state. The impermeable condition (e.g., in oil) and permeable condition (e.g., in water) are considered, which results in different redistributions of water in hydrogels. Here, we derive the general form of J integral incorporating the chemical potential energy of water, and then obtain the analytical forms of J integral for the fracture of hydrogel in oil and water, respectively. Also, we perform finite element calculations and experiments at an extremely large time scale to verify the theoretical predictions. It is found that the J integral of the hydrogel in oil is the sum of two parts: one part from the area under the stress-stretch curve and the other part from the area in water concentration-chemical potential curve. The J integral in oil is amplified by water redistribution, which is obvious for small deformations but becomes negligible for extremely large deformations. The J integral for the hydrogel in water is determined by the area under stress-stretch curve, which is reduced by water redistribution. This work reveals the effect of water redistribution on the fracture of hydrogel, which is fundamental for understanding fracture of hydrogels.
流体对水凝胶破裂的影响是软物质界日益关注的问题。本文研究了水凝胶在力学化学平衡状态下,水重分配对其破裂的影响。考虑了不渗透条件(如在油中)和渗透条件(如在水中),这导致水凝胶中水的重新分布不同。本文推导了含水化学势能的J积分的一般形式,并分别得到了水凝胶在油和水中破裂时J积分的解析形式。此外,我们在一个非常大的时间尺度上进行有限元计算和实验来验证理论预测。研究发现,油中水凝胶的J积分是应力-拉伸曲线下面积和水浓度-化学势曲线下面积两部分之和。油中的J积分被水的再分布放大,这对于小变形是明显的,但对于特大变形则可以忽略不计。水凝胶在水中的J积分由应力-拉伸曲线下的面积决定,而应力-拉伸曲线下的面积由于水的再分布而减小。这项工作揭示了水重分布对水凝胶破裂的影响,这是理解水凝胶破裂的基础。
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引用次数: 0
Inverse elastica: A theoretical framework for inverse design of morphing slender structures 反弹性:变形细长结构反设计的理论框架
IF 6 2区 工程技术 Q2 MATERIALS SCIENCE, MULTIDISCIPLINARY Pub Date : 2025-12-20 DOI: 10.1016/j.jmps.2025.106488
JiaHao Li , Weicheng Huang , YinBo Zhu , Luxia Yu , Xiaohao Sun , Mingchao Liu , HengAn Wu
Inverse design of morphing slender structures with programmable curvature has significant applications in various engineering fields. Most existing studies formulate it as an optimization problem, which requires repeatedly solving the forward equations to identify optimal designs. Such methods, however, are computationally intensive and often susceptible to local minima issues. In contrast, solving the inverse problem theoretically, which can bypass the need for extensive forward simulations, is highly efficient yet remains challenging, particularly for cases involving arbitrary boundary conditions, such as clamped-free and clamped-clamped boundary conditions. Here, we develop a systematic theoretical framework based on Kirchhoff rod model, termed inverse elastica, for the direct determination of the undeformed configuration from a target deformed shape along with prescribed BCs. Building upon the classical Kirchhoff rod model, inverse elastica is derived by supplementing the geometric equations of undeformed configurations. Compared to forward solving of Kirchhoff rod model, inverse elastica shows several features: reduced nonlinearity, inverse loading and solution multiplicity. Building upon inverse elastica, we develop a theory-assisted optimization strategy for cases in which the constrains of the undeformed configurations cannot be directly formulated as boundary conditions. Using this strategy, we achieve rational inverse design of complex spatial curves and curve-discretized surfaces with varying Gaussian curvatures. Our theoretical predictions are validated through both discrete elastic rod simulations and experiments. While grounded in theory, the engineering value of inverse elastica is demonstrated through design of a deployable and conformable hemispherical helical antenna. This work thus provides a novel strategy for inverse design of morphing slender structures, opening new avenues for applications in morphing structures, soft robotics, deployable radio-frequency systems, architectural design, and beyond.
具有可编程曲率的变形细长结构的反设计在各个工程领域有着重要的应用。现有的研究大多将其表述为一个优化问题,需要反复求解正演方程来确定最优设计。然而,这种方法的计算量很大,而且常常容易受到局部极小问题的影响。相比之下,从理论上解决逆问题,可以绕过广泛的正演模拟的需要,是高效的,但仍然具有挑战性,特别是对于涉及任意边界条件的情况,例如无箝位和箝位-箝位边界条件。在这里,我们开发了一个系统的理论框架,基于Kirchhoff棒模型,称为逆弹性,用于直接确定目标变形形状和规定bc的未变形构型。在经典Kirchhoff棒模型的基础上,通过补充未变形构型的几何方程,推导出逆弹性。与Kirchhoff杆模型的正解相比,弹性反解具有非线性减小、载荷反和解的多重性等特点。在反弹性力学的基础上,我们开发了一种理论辅助优化策略,用于未变形构型的约束不能直接表述为边界条件的情况。利用该策略,我们实现了复杂空间曲线和变高斯曲率曲线离散曲面的合理反设计。我们的理论预测通过离散弹性杆模拟和实验得到了验证。在理论基础上,通过设计可展开、可适应的半球面螺旋天线,论证了反弹性的工程价值。因此,这项工作为变形细长结构的逆设计提供了一种新的策略,为变形结构、软机器人、可部署射频系统、建筑设计等领域的应用开辟了新的途径。
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引用次数: 0
TPMS sheet structures with orthorhombic symmetry: Anisotropic elasticity and energy absorption 正交对称TPMS片材结构:各向异性弹性和能量吸收
IF 6 2区 工程技术 Q2 MATERIALS SCIENCE, MULTIDISCIPLINARY Pub Date : 2025-12-20 DOI: 10.1016/j.jmps.2025.106489
Stephen Daynes
Triply periodic minimal surface (TPMS) architectures have gained prominence as high-performance cellular structures due to their smooth geometry, load-bearing efficiency, and suitability for additive manufacturing. While prior work has explored TPMS lattices with cubic symmetry, this is the first study to systematically evaluate orthorhombic TPMS lattices using a combined experimental, finite element analysis (FEA), and orientation tensor approach to derive predictive structure–property scaling laws. This study investigates the anisotropic elastic and energy absorption characteristics of four orthorhombic TPMS topologies (CLP, I-6, I-8, and I-9) through a combination of FEA, geometric orientation tensor analysis, and experimental compression testing. Thin-walled TPMS specimens (0.3 mm thickness) were additively manufactured and tested along three orthogonal directions. A novel, interpretable method is proposed to relate directional stiffness and energy absorption to the eigenvalues of orientation tensors derived from surface geometry. The results reveal topology-dependent scaling laws that capture the influence of anisotropy and relative density on mechanical response. Experimental and simulated outcomes show strong agreement, validating the predictive capability of the geometric scaling models. These findings provide new insights into the structure-property relationships of anisotropic shell-based cellular solids, enabling more efficient and targeted design of multifunctional architected cellular materials.
三周期最小表面(TPMS)结构由于其光滑的几何形状、承载效率和增材制造的适用性而成为高性能的细胞结构。虽然之前的工作已经探索了具有立方对称性的TPMS晶格,但这是第一次使用结合实验、有限元分析(FEA)和取向张量方法来系统地评估正交TPMS晶格,以得出预测的结构-性质标度定律。本研究通过有限元分析、几何取向张量分析和实验压缩测试相结合的方法,研究了四种正交TPMS拓扑(CLP、I-6、I-8和I-9)的各向异性弹性和能量吸收特性。制备厚度为0.3 mm的TPMS薄壁试样,沿三个正交方向进行试验。提出了一种新的、可解释的方法,将方向刚度和能量吸收与由表面几何导出的方向张量的特征值联系起来。结果揭示了拓扑相关的标度定律,该定律捕捉了各向异性和相对密度对力学响应的影响。实验结果与模拟结果吻合较好,验证了几何尺度模型的预测能力。这些发现为各向异性壳基细胞固体的结构-性能关系提供了新的见解,使多功能结构细胞材料的设计更加有效和有针对性。
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引用次数: 0
Resistance to interface sliding and effects on detachment of directly-bonded pillars 直粘柱的界面滑动阻力及其对分离的影响
IF 6 2区 工程技术 Q2 MATERIALS SCIENCE, MULTIDISCIPLINARY Pub Date : 2025-12-18 DOI: 10.1016/j.jmps.2025.106484
Ranny R. Zhao, Kevin T. Turner, John L. Bassani
Surface force-mediated adhesion, e.g. via van der Waals intermolecular forces, can lead to direct bonding between two bulk solids, but many analyses of this phenomenon only consider normal surface stresses. However, when finite size effects are accounted for, an interface shear traction generally arises from a mismatch in Poisson contraction, which can reduce the interface adhesion significantly from its ideal strength. The underlying mechanism of detachment is crack propagation along the interface. The understanding of the interplay between normal and shear surface stresses unlocks opportunities to control interfacial strength and toughness in various applications, including micro-transfer printing, MEMS/NEMS, manufacturing advanced 3D integrated circuits, and robotic grippers. We propose potential-based, coupled normal and shear traction-separation-sliding relations (TSSRs) and show that cohesive shear stresses have a significant effect of the detachment force and behavior of adhered pillars. Detailed finite element simulations utilizing cohesive elements based on the coupled TSSR are used to study the failure mechanism of an elastic pillar adhered to a rigid substrate. The effects of coupled normal and shear cohesive stresses are investigated in detail. A non-dimensional parameter, which incorporates the effect of cohesive shear stresses, is defined to describe the transition between strength-based failure and fracture-based failure. Preliminary experiments demonstrate how the TSSR properties can be determined.
表面力介导的粘附,例如通过范德华分子间力,可以导致两个大块固体之间的直接结合,但这种现象的许多分析只考虑正常的表面应力。然而,当考虑到有限尺寸效应时,界面剪切牵引力通常是由泊松收缩的不匹配引起的,这将大大降低界面的附着力。分离的基本机制是裂纹沿界面扩展。对法向和剪切表面应力之间相互作用的理解,为控制各种应用中的界面强度和韧性提供了机会,包括微转移打印、MEMS/NEMS、制造先进的3D集成电路和机器人抓取器。我们提出了基于电位的、耦合的法向和剪切牵引-分离-滑动关系(TSSRs),并表明内聚剪切应力对粘附柱的分离力和行为有显著影响。采用基于耦合TSSR的内聚单元进行了详细的有限元模拟,研究了弹性柱附着在刚性基体上的破坏机理。详细研究了法向和剪应力耦合的影响。定义了一个包含内聚剪应力影响的无量纲参数来描述强度破坏与断裂破坏之间的过渡。初步实验证明了如何确定TSSR的性质。
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引用次数: 0
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Journal of The Mechanics and Physics of Solids
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