On size-dependent mechanics of Mindlin plates made of polymer networks

IF 5.7 1区 工程技术 Q1 ENGINEERING, MULTIDISCIPLINARY
Xiao-Jian Xu , Bo Wang
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引用次数: 0

Abstract

The recent advances of solid mechanics of polymer networks are that they can be well-modelled by a physically-based size-dependent constitutive relation via a simplified strain gradient elasticity theory. However, boundary value problems of plate models composed of polymer networks have not been reported, which limit wide applications of the models in the engineering science. In this paper, we systematically established a variationally consistent boundary value problems of Mindlin plate models for polymer networks leading to the framework of a simplified strain gradient elasticity. This study considers the strain energy produced by the strain gradient in the thickness direction and proposes a well-posed boundary value problem for a Mindlin plate with arbitrary boundaries, discussing possible boundary conditions, especially higher-order nonconventional ones. The senses of stress resultants and double stresses acting on the face of a volume element are firstly explained. Surprisingly, it is found that unexpected corner condition related to normal derivatives of shear force, bending moment, and twisting moment exists for plates with irregular boundaries—contradicting conventional mechanics notions of plates. For illustrative purpose, static bending analyses of a simply supported rectangular plate subjected to a uniformly distributed loading and a concentrated loading are provided. The effective Young's modulus predicted by this approach agrees well with reported result in the open literature. This work may be helpful in developing efficient numerical methods and offers new insights into the existence of corner condition in Mindlin plates within the context of a simplified strain gradient elasticity theory.
聚合物网络明德林板的力学尺寸依赖性
聚合物网络固体力学的最新进展是,可以通过简化的应变梯度弹性理论,利用基于物理的尺寸相关构成关系对其进行良好建模。然而,由聚合物网络组成的板模型的边界值问题尚未见报道,这限制了该模型在工程科学中的广泛应用。本文在简化应变梯度弹性的框架下,系统地建立了聚合物网络 Mindlin 板模型的变异一致性边界值问题。本研究考虑了厚度方向应变梯度产生的应变能,并提出了具有任意边界的 Mindlin 板的边界值问题,讨论了可能的边界条件,尤其是高阶非常规边界条件。首先解释了作用在体积元素面上的应力结果和双重应力的含义。令人惊讶的是,研究发现不规则边界的板材存在与剪切力、弯矩和扭转力的法向导数相关的意外转角条件,这与板材的传统力学概念相悖。为了说明问题,我们对承受均匀分布荷载和集中荷载的简单支撑矩形板进行了静态弯曲分析。这种方法预测的有效杨氏模量与公开文献中报告的结果非常吻合。这项工作可能有助于开发高效的数值方法,并在简化应变梯度弹性理论的背景下为明德林板中角条件的存在提供了新的见解。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
International Journal of Engineering Science
International Journal of Engineering Science 工程技术-工程:综合
CiteScore
11.80
自引率
16.70%
发文量
86
审稿时长
45 days
期刊介绍: The International Journal of Engineering Science is not limited to a specific aspect of science and engineering but is instead devoted to a wide range of subfields in the engineering sciences. While it encourages a broad spectrum of contribution in the engineering sciences, its core interest lies in issues concerning material modeling and response. Articles of interdisciplinary nature are particularly welcome. The primary goal of the new editors is to maintain high quality of publications. There will be a commitment to expediting the time taken for the publication of the papers. The articles that are sent for reviews will have names of the authors deleted with a view towards enhancing the objectivity and fairness of the review process. Articles that are devoted to the purely mathematical aspects without a discussion of the physical implications of the results or the consideration of specific examples are discouraged. Articles concerning material science should not be limited merely to a description and recording of observations but should contain theoretical or quantitative discussion of the results.
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