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A Constitutive Condition for Idealized Isotropic Cauchy Elasticity Involving the Logarithmic Strain
IF 1.8 3区 工程技术 Q2 ENGINEERING, MULTIDISCIPLINARY Pub Date : 2025-02-03 DOI: 10.1007/s10659-024-10097-2
Marco Valerio d’Agostino, Sebastian Holthausen, Davide Bernardini, Adam Sky, Ionel-Dumitrel Ghiba, Robert J. Martin, Patrizio Neff

Following Hill and Leblond, the aim of our work is to show, for isotropic nonlinear elasticity, a relation between the corotational Zaremba–Jaumann objective derivative of the Cauchy stress (sigma ), i.e.

$$begin{aligned} frac{mathrm {D}^{operatorname{ZJ}}}{ mathrm {D}t}[sigma ] = frac{mathrm {D}}{mathrm {D}t}[sigma ] - W , sigma + sigma , W, qquad W = mbox{skew}(dot{F} , F^{-1}) end{aligned}$$

and a constitutive requirement involving the logarithmic strain tensor. Given the deformation tensor (F = mathrm {D}varphi ), the left Cauchy-Green tensor (B = F , F^{T}), and the strain-rate tensor (D = operatorname{sym}(dot{F} , F^{-1})), we show that

$$begin{aligned} & forall ,Din operatorname{Sym}(3) ! setminus ! {0}: ~ left langle frac{mathrm {D}^{operatorname{ZJ}}}{ mathrm {D}t}[sigma ],Dright rangle > 0 & quad iff quad log B longmapsto widehat{sigma}(log B) ; textrm{is strongly Hilbert-monotone} &quad iff quad operatorname{sym} mathrm {D}_{log B} widehat{sigma}(log B) in operatorname{Sym}^{++}_{4}(6) quad text{(TSTS-M$^{++}$)}, end{aligned}$$
(1)

where (operatorname{Sym}^{++}_{4}(6)) denotes the set of positive definite, (minor and major) symmetric fourth order tensors. We call the first inequality of (1) “corotational stability postulate” (CSP), a novel concept, which implies the True-Stress True-Strain strict Hilbert-Monotonicity (TSTS-M+) for (B mapsto sigma (B) = widehat{sigma}(log B)), i.e.

$$ left langle widehat{sigma}(log B_{1})-widehat{sigma}(log B_{2}), log B_{1}-log B_{2}right rangle > 0 qquad forall , B_{1}neq B_{2} in operatorname{Sym}^{++}(3) , . $$

A similar result, but for the Kirchhoff stress (tau = J , sigma ) has been shown by Hill as early as 1968. Leblond translated this idea to the Cauchy stress (sigma ) but only for the hyperelastic case. In this paper we expand on the ideas of Hill and Leblond, extending Leblond calculus to the Cauchy elastic case.

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引用次数: 0
Determination of Diffraction Elastic Constants Using the Maximum Entropy Method
IF 1.8 3区 工程技术 Q2 ENGINEERING, MULTIDISCIPLINARY Pub Date : 2025-01-31 DOI: 10.1007/s10659-025-10114-y
Maximilian Krause, Michael Zürn, Jens Gibmeier, Thomas Böhlke

X-ray diffraction methods are an established technique to analyze residual stresses in polycrystalline materials. Using diffraction, lattice plane distances are measured, from which residual stresses can be calculated by using diffraction elastic constants which can be inferred from experimental measurements or calculated based on micromechanical model assumptions. We consider two different generalizations of existing micromechanical models for the case of texture-free, i.e. statistically isotropic, single-phase polycrystals. The first is based on the singular approximation method of classical micromechanics, from which existing Voigt, Reuss, Hashin-Shtrikman and self-consistent methods are recovered. The second approach, which is newly proposed in this work, is based on the micromechanical Maximum Entropy Method. Both approaches are applied to the problem of calculating diffraction elastic constants of texture-free cubic polycrystals and are found to be consistent with each other in that case. Full-field FFT simulations are used to validate the analytical models by simulating X-ray diffraction measurements of copper. In the simulative setting, many sources of experimental measurement error are not present, which results in a particularly accurate validation of theoretical bounds and approximations. The first core result of the paper is a formulation of diffraction elastic constants for texture-free polycrystals in terms of the macroscopically measurable effective shear modulus. These diffraction elastic constants can be adapted to the properties of a given material sample. The second core result is the validation of the Maximum Entropy Method for X-ray diffraction stress analysis of texture-free single-phase materials as a preliminary step before extending the method to textured and multi-phase materials.

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引用次数: 0
Nonlinear Morphoelastic Theory of Biological Shallow Shells with Initial Stress
IF 1.8 3区 工程技术 Q2 ENGINEERING, MULTIDISCIPLINARY Pub Date : 2025-01-29 DOI: 10.1007/s10659-025-10113-z
D. Andrini, X. Chen, P. Ciarletta

Shallow shells are widely encountered in biological structures, especially during embryogenesis, when they undergo significant shape variations. As a consequence of geometric frustration caused by underlying biological processes of growth and remodeling, such thin and moderately curved biological structures experience initial stress even in the absence of an imposed deformation. In this work, we perform a rigorous asymptotic expansion from three-dimensional elasticitiy to obtain a nonlinear morphoelastic theory for shallow shells accounting for both initial stress and large displacements. By application of the principle of stationary energy for admissible variation of the tangent and normal displacement fields with respect to the reference middle surface, we derive two generalised nonlinear equilibrium equations of the Marguerre-von Kármán type. We illustrate how initial stress distributions drive the emergence of spontaneous mean and Gaussian curvatures which are generally not compatible with the existence of a stress free configuration. We also show how such spontaneous curvatures influence the structural behavior in the solutions of two systems: a saddle-like and a cylindrical shallow shell.

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引用次数: 0
Necessary and Sufficient Elastic Stability Conditions for Single Crystals
IF 1.8 3区 工程技术 Q2 ENGINEERING, MULTIDISCIPLINARY Pub Date : 2025-01-27 DOI: 10.1007/s10659-025-10112-0
Kevin M. Knowles

Necessary and sufficient elastic stability conditions for single crystals for the seven crystal systems are specified for both stiffness and compliance tensors. For Laue classes of four of these crystal systems, conditions for the positive-definite forms of suitably chosen 4 × 4 real symmetric matrices are shown to be both useful and relevant. Other supposedly equivalent and often simpler conditions proposed in the literature for tetragonal, orthorhombic and monoclinic crystal systems are analysed; all are shown to be incorrect.

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引用次数: 0
On the Internal Field and Configuration of Harmonic Elastic Inclusions in Plane Deformation
IF 1.8 3区 工程技术 Q2 ENGINEERING, MULTIDISCIPLINARY Pub Date : 2025-01-27 DOI: 10.1007/s10659-025-10115-x
Junfeng Lu, Pengyu Pei, Ming Dai

Harmonic inclusions are defined as those that do not disturb the mean stress component of an initial stress field existing in a homogeneous elastic matrix when they are introduced into the matrix. The design of harmonic inclusions in the literature mainly focuses on the common cases in which the initial stress field has a constant mean stress component (while the corresponding deviatoric stress component may be either constant or non-constant). To identify the configuration of harmonic elastic inclusions in the common cases, researchers consistently assumed that the internal stresses inside the inclusions are hydrostatic and uniform although no rigorous justification was given. In this paper, we present a rigorous proof for the necessity of this assumption in the design of harmonic elastic inclusions in plane deformations. Specifically, we show that the internal stresses inside any elastic inclusion meeting the harmonicity condition must be uniform and (in-plane) hydrostatic (except for trivial cases in which the inclusion and matrix have the same shear modulus). We develop also a general analytic procedure to determine the desired shape for an isolated harmonic elastic inclusion for an arbitrary deviatoric component of the initial stress field, which is illustrated via a few numerical examples.

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引用次数: 0
Adhesive Contact of Rigid Disk Inclusion with Boundary Fracture Embedded in a Piezoelectric Material
IF 1.8 3区 工程技术 Q2 ENGINEERING, MULTIDISCIPLINARY Pub Date : 2025-01-24 DOI: 10.1007/s10659-025-10111-1
Ali Khojasteh, Hossein Kharrazi

An analytical solution is presented for adhesive contact of a rigid disc inclusion embedded in a penny-shaped crack in a transversely isotropic piezoelectric material. By virtue of Hankel transforms and a method of potentials, the mixed boundary-value problem is formulated as dual and triple integral equations, which, in turn, are reduced to Fredholm integral equations. The results of primary interest to engineering applications, namely, the total indentation load, the total electric charge, and stress intensity factor at the tip of the crack are evaluated as integral equations in terms of dimensionless parameters. Finally, to reveal the efficacy of the proposed method and also to verify it, comparison is made with indentation solutions in transversely isotropic and isotropic media.

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引用次数: 0
Large Deformation Behavior of Plane Periodic Truss Networks. Part 1. Closed-Form Solution for Single Node Cells
IF 1.8 3区 工程技术 Q2 ENGINEERING, MULTIDISCIPLINARY Pub Date : 2025-01-23 DOI: 10.1007/s10659-025-10109-9
Massimo Cuomo, Claude Boutin, Carmelo Pannitteri

This article focuses on the derivation of explicit descriptions of networks in large deformation through the homogenization method of discrete media. Analytical models are established for the in-plane behavior of a planar periodic truss, whose cell contains a single node, as frequently encountered in practice. The cell is composed of bars that support only axial forces and are connected by perfect hinges. For the considered type of trusses, (given that the equilibrium conditions of the node and of the cell coincide) closed-form expressions for the local behaviour in the case of large deformations can be derived. This case makes it possible to combine the non-linearities arising from large deformations on the one hand and rheological characteristics on the other, and to compare their respective effects as a function of cell morphology. The results are illustrated by the shear and extension responses of specific trusses. The analysis is carried out for bars with stiffening, linear or softening behavior. The combination of the effects of geometrical non-linearities, rheological non-linearities and anisotropy results in particularly rich behaviors of the network.

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引用次数: 0
Assorted Remarks on Bending Measures and Energies for Plates and Shells, and Their Invariance Properties 板壳弯曲量和能量及其不变性评述
IF 1.8 3区 工程技术 Q2 ENGINEERING, MULTIDISCIPLINARY Pub Date : 2025-01-17 DOI: 10.1007/s10659-024-10107-3
J. A. Hanna, E. Vitral

In this note, we address several issues, including some raised in recent works and commentary, related to bending measures and energies for plates and shells, and certain of their invariance properties. We discuss overlaps and distinctions in results arising from two different definitions of stretching, correct an error and citation oversights in our prior work, reiterate some of the early history of dilation-invariant bending measures, and provide additional brief observations regarding the relative size of energetic terms and the symmetrization of bending measures. A particular point of emphasis is the distinction between dilation-invariant measures and a recently introduced non-dilation-invariant measure for shells and curved rods. In the course of this discussion, we provide a simpler presentation of the elementary, but much neglected, fact that the through-thickness derivative of tangential stretch of material near the mid-surface of a thin body is the product of the mid-surface stretch and change in curvature.

在这篇文章中,我们讨论了几个问题,包括在最近的工作和评论中提出的一些问题,这些问题与板和壳的弯曲措施和能量有关,以及它们的某些不变性。我们讨论了由两种不同的拉伸定义引起的结果的重叠和区别,纠正了我们之前工作中的错误和引用疏忽,重申了一些膨胀不变弯曲测度的早期历史,并提供了关于能量项的相对大小和弯曲测度的对称性的额外简要观察。特别强调的一点是膨胀不变测度和最近引入的壳和弯曲杆的非膨胀不变测度之间的区别。在这个讨论过程中,我们提供了一个简单的基本的,但经常被忽视的事实,即薄物体中表面附近材料的切向拉伸的全厚度导数是中表面拉伸和曲率变化的乘积。
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引用次数: 0
Nonlinear Soft-Tissue Elasticity, Remodeling, and Degradation Described by an Extended Finsler Geometry 用扩展Finsler几何描述的非线性软组织弹性、重塑和退化
IF 1.8 3区 工程技术 Q2 ENGINEERING, MULTIDISCIPLINARY Pub Date : 2025-01-16 DOI: 10.1007/s10659-025-10108-w
J. D. Clayton

A continuum mechanical theory incorporating an extension of Finsler geometry is formulated for fibrous soft solids. Especially if of biologic origin, such solids are nonlinear elastic with evolving microstructures. For example, elongated cells or collagen fibers can stretch and rotate independently of motions of their embedding matrix. Here, a director vector or internal state vector, not always of unit length, in generalized Finsler space relates to a physical mechanism, with possible preferred direction and intensity, in the microstructure. Classical Finsler geometry is extended to accommodate multiple director vectors (i.e., multiple fibers in both a differential-geometric and physical sense) at each point on the base manifold. A metric tensor can depend on the ensemble of director vector fields. Residual or remnant strains from biologic growth, remodeling, and degradation manifest as non-affine fiber and matrix stretches. These remnant stretch fields are quantified by internal state vectors and a corresponding, generally non-Euclidean, metric tensor. Euler-Lagrange equations derived from a variational principle yield equilibrium configurations satisfying balances of forces from elastic energy, remodeling and cohesive energies, and external chemical-biological interactions. Given certain assumptions, the model can reduce to a representation in Riemannian geometry. Residual stresses that emerge from a non-Euclidean material metric in the Riemannian setting are implicitly included in the Finslerian setting. The theory is used to study stress and damage in the ventricle (heart muscle) expanding or contracting under internal and external pressure. Remnant strains from remodeling can reduce stress concentrations and mitigate tissue damage under severe loading.

结合芬斯勒几何扩展的连续统力学理论为纤维状软固体制定。特别是如果是生物来源,这样的固体是非线性弹性与不断发展的微观结构。例如,细长的细胞或胶原纤维可以独立于其嵌入基质的运动而拉伸和旋转。在这里,广义Finsler空间中的指向向量或内部状态向量,并不总是单位长度,与微观结构中可能具有优选方向和强度的物理机制有关。经典的Finsler几何被扩展为在基流形上的每个点上容纳多个方向向量(即微分几何和物理意义上的多个纤维)。度量张量可以依赖于方向向量场的集合。生物生长、重塑和降解的残余或残余菌株表现为非仿射纤维和基质拉伸。这些残余拉伸场由内部状态向量和一个相应的,通常是非欧几里得的度量张量来量化。由变分原理导出的欧拉-拉格朗日方程产生了满足弹性能、重塑能和内聚能以及外部化学-生物相互作用力平衡的平衡构型。给定一定的假设,该模型可以简化为黎曼几何的表示。非欧几里德材料度量在黎曼环境中产生的残余应力隐含地包含在芬斯勒环境中。该理论用于研究在内外压力下扩张或收缩的心室(心肌)的压力和损伤。重塑的残余菌株可以减少应力集中,减轻严重负荷下的组织损伤。
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引用次数: 0
Mechanics and Thermodynamics of Contractile Entropic Biopolymer Networks 可收缩熵生物高聚物网络的力学和热力学
IF 1.8 3区 工程技术 Q2 ENGINEERING, MULTIDISCIPLINARY Pub Date : 2025-01-10 DOI: 10.1007/s10659-024-10102-8
Antoine Jallon, Pierre Recho, Jocelyn Étienne

Contractile biopolymer networks, such as the actomyosin meshwork of animal cells, are ubiquitous in living organisms. The active gel theory, which provides a thermodynamic framework for these materials, has been mostly used in conjunction with the assumption that the microstructure of the biopolymer network is based on rigid rods. However, experimentally, crosslinked actin networks exhibit entropic elasticity. Here we combine an entropic elasticity kinetic theory, in the spirit of the Green and Tobolsky model of transiently crosslinked networks, with an active flux modelling biological activity. We determine this active flux by applying Onsager reciprocal relations to the corresponding microscopic dynamics. We derive the macroscopic active stress that arises from the resulting dynamics and obtain a closed-form model of the macroscopic mechanical behaviour. We show how this model can be rewritten using the framework of multiplicative deformation gradient decomposition, which is convenient for the resolution of such problems.

可收缩的生物聚合物网络,如动物细胞的肌动球蛋白网络,在生物体中无处不在。活性凝胶理论为这些材料提供了一个热力学框架,它主要与生物聚合物网络的微观结构是基于刚性棒的假设结合使用。然而,在实验中,交联的肌动蛋白网络表现出熵弹性。在这里,我们结合了熵弹性动力学理论,在格林和托博尔斯基的瞬态交联网络模型的精神,与一个主动通量模拟生物活性。我们通过将Onsager互易关系应用于相应的微观动力学来确定该主动通量。我们从由此产生的动力学中推导出宏观主动应力,并获得宏观力学行为的封闭形式模型。我们展示了如何使用乘法变形梯度分解的框架重写该模型,这便于解决此类问题。
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引用次数: 0
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Journal of Elasticity
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