论文标题

主教非局部杆的一致变异配方

A consistent variational formulation of Bishop nonlocal rods

论文作者

Barretta, Raffaele, Faghidian, S. Ali, de Sciarra, Francesco Marotti

论文摘要

较厚的杆在纳米技术中使用来构建现代电力机械系统。这种结构的设计和优化可以通过非局部连续性力学来进行,这与原子策略相比在计算上方便。主教的运动学能够描述小规模厚的杆,如果适当的非局部弹性数学模型以捕获尺寸效应。在有关此问题的所有论文中,通过用Helmholtz的差分运算符控制的(但不是等效的)差分方程来代替Eringen的积分卷积来评估非本地贡献。正如在积分方程理论中臭名昭著的那样,这种替代是可能在无限域中定义的卷积,由平均核心的核心,这是格林的差异操作员的功能。的确,埃林根本人为了研究在无界域中定义的非局部问题,例如螺钉位错和波传播,建议用不同条件替换跨差异方程。主教杆力学中出现了不同的情况,其中在有界结构域中定义了非局部积分卷积,因此埃林根的非局部微分方程必须补充其他边界条件。通过通过适当的变异陈述来制定管理非本地方程来实现目标。新方法提供了对文献中先前贡献的修订,并通过研究简单结构方案的弹性行为来说明。主教杆的精确溶液根据非局部参数和横截面回旋半径评估。通过适当的参数调整,硬化和软化结构响应都是可以预测的。

Thick rods are employed in Nanotechnology to build modern electro mechanical systems. Design and optimization of such structures can be carried out by nonlocal continuum mechanics which is computationally convenient when compared to atomistic strategies. Bishop's kinematics is able to describe small-scale thick rods if a proper mathematical model of nonlocal elasticity is formulated to capture size effects. In all papers on the matter, nonlocal contributions are evaluated by replacing Eringen's integral convolution with the consequent (but not equivalent) differential equation governed by Helmholtz's differential operator. As notorious in integral equation theory, this replacement is possible for convolutions, defined in unbounded domains, governed by averaging kernels which are Green's functions of differential operators. Indeed, Eringen himself, in order to study nonlocal problems defined in unbounded domains, such as screw dislocations and wave propagations, suggested to replace integro-differential equations with differential conditions. A different scenario appears in Bishop rod mechanics where nonlocal integral convolutions are defined in bounded structural domains, so that Eringen's nonlocal differential equation has to be supplemented with additional boundary conditions. The objective is achieved by formulating the governing nonlocal equations by a proper variational statement. The new methodology provides an amendment of previous contributions in literature and is illustrated by investigating the elastostatic behavior of simple structural schemes. Exact solutions of Bishop rods are evaluated in terms of nonlocal parameter and cross-section gyration radius. Both hardening and softening structural responses are predictable with a suitable tuning of the parameters.

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