A minimization theory in finite elasticity to prevent self-intersection

IF 3.8 3区 工程技术 Q1 MECHANICS International Journal of Solids and Structures Pub Date : 2025-03-15 Epub Date: 2025-01-07 DOI:10.1016/j.ijsolstr.2024.113198
Adair R. Aguiar, Lucas A. Rocha
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Abstract

The theory of classical linear elasticity predicts self-intersection in the neighborhood of interior points of anisotropic solids, crack tips, and corners. This physically unrealistic behavior is characterized by the violation of the local injectivity condition, according to which, the determinant of the deformation gradient, JdetF, must be positive. One way to impose this condition in elasticity consists of minimizing the total potential energy subjected to the condition Jɛ>0, where ɛ is a small positive parameter.
We present a minimization theory constrained by Jɛ>0 for hyperelastic solids undergoing finite deformations and derive necessary conditions for a deformation field to be a minimizer, which include both continuity of traction and dissipation-free conditions across a surface of discontinuity. We then apply this theory in the analysis of equilibrium of an annular disk made of an orthotropic St Venant-Kirchhoff material. This material is a natural constitutive extension of its classical linear counterpart. The disk is fixed on its inner surface and compressed by a constant pressure on its outer surface.
The disk problem is formulated as both a boundary value problem (disk BVP) and a minimization problem (disk MP), which are solved in the context of both the classical and the constrained (Jɛ) nonlinear theories. These formulations yield non-smooth solutions for large enough pressure, which pose numerical difficulties. To address these difficulties, we use a phase-plane technique to construct a trajectory of solution for the disk BVP and the finite element method together with nonlinear programming tools to find a minimizer for the disk MP.
In the classical nonlinear theory, we find that there is a critical pressure p̄, which tends to zero as the inner radius of the disk tends to zero, above which a solution of either the disk BVP or the disk MP becomes non-smooth and predicts J0. In addition, p̄ is smaller than its counterpart predicted by the classical linear theory and, therefore, serves as an upper bound below which the linear theory is valid.
In the constrained nonlinear theory, the solutions of both the disk BVP and the disk MP agree very well and satisfy all the necessary conditions for an admissible minimizer, including the injectivity condition. Analytical and numerical results show that, for an annular disk, the Lagrange multiplier field associated with the imposition of the local injectivity constraint remains bounded as ɛ tends to zero. This behavior is different from the one reported in the literature for the disk problem formulated in the context of a constrained linear theory. In this case, the Lagrange multiplier becomes unbounded as ɛ tends to zero.
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有限弹性中防止自交的最小化理论
经典线弹性理论预测了各向异性固体内部点、裂纹尖端和角的自交。这种物理上不现实的行为的特点是违反了局部注入性条件,根据该条件,变形梯度的行列式J δ detF必须为正。在弹性中施加这一条件的一种方法是使条件J≥ε >;0下的总势能最小化,其中ε是一个小的正参数。我们提出了受J≥J >;0约束的有限变形超弹性固体的最小化理论,并推导了变形场是最小化的必要条件,包括牵引力的连续性和跨越不连续表面的无耗散条件。然后,我们将这一理论应用于分析由正交各向异性圣维南-基尔霍夫材料制成的环形圆盘的平衡。这种材料是其经典线性对应物的自然本构延伸。圆盘内表面固定,外表面受恒压压缩。将圆盘问题表述为边值问题(disk BVP)和最小化问题(disk MP),分别在经典和受限(J≥J)非线性理论的背景下求解。这些公式在足够大的压力下产生非光滑解,这造成了数值上的困难。为了解决这些困难,我们使用相平面技术构建了磁盘BVP的解轨迹,并使用有限元法结合非线性规划工具寻找磁盘MP的最小值。在经典的非线性理论中,我们发现存在一个临界压力p,它随着圆盘的内半径趋于零而趋于零,在此之上,圆盘BVP或圆盘MP的解变得非光滑,并预测J≤0。此外,p比经典线性理论预测的p要小,因此作为线性理论有效的上界。在约束非线性理论中,盘的BVP解和盘的MP解具有很好的一致性,并且满足可容许极小值的所有必要条件,包括注入性条件。解析和数值结果表明,对于环形圆盘,当系数趋于零时,与局部注入约束施加有关的拉格朗日乘子场保持有界。这种行为不同于文献中在约束线性理论的背景下所表述的圆盘问题。在这种情况下,拉格朗日乘子在趋于零时变得无界。
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来源期刊
CiteScore
6.70
自引率
8.30%
发文量
405
审稿时长
70 days
期刊介绍: The International Journal of Solids and Structures has as its objective the publication and dissemination of original research in Mechanics of Solids and Structures as a field of Applied Science and Engineering. It fosters thus the exchange of ideas among workers in different parts of the world and also among workers who emphasize different aspects of the foundations and applications of the field. Standing as it does at the cross-roads of Materials Science, Life Sciences, Mathematics, Physics and Engineering Design, the Mechanics of Solids and Structures is experiencing considerable growth as a result of recent technological advances. The Journal, by providing an international medium of communication, is encouraging this growth and is encompassing all aspects of the field from the more classical problems of structural analysis to mechanics of solids continually interacting with other media and including fracture, flow, wave propagation, heat transfer, thermal effects in solids, optimum design methods, model analysis, structural topology and numerical techniques. Interest extends to both inorganic and organic solids and structures.
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