A physical construction of the Ogden-Hill equation for soft elastomeric networks

IF 3.4 3区 工程技术 Q1 MECHANICS
Ziyu Xing
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引用次数: 0

Abstract

The theory of rubber elasticity stands as a cornerstone in the study of soft matter. Despite nearly a century of development, many models remain largely phenomenological in nature, lacking a firm physical grounding. Addressing this fundamental challenge, this study advances a strain energy function theory of molecular basis, drawing from the worm-like chain model and the tube-like entanglement model. Diverging from classical approaches like the freely-jointed chain (FJC) model, the proposed framework offers a nuanced analysis of semi-flexible chains based on their end-to-end distance distributions, thus providing a more comprehensive understanding of polymer mechanics. Moreover, the entanglement of chains is characterized through the assessment of tube potential energy. Through a defined set of parameters, the model adeptly predicts the large deformation behaviors of vulcanized rubber across various experimental conditions including uniaxial tension, uniaxial compression, pure shear, and equi-biaxial tension. Additionally, it offers analytical insights into phenomena such as uniaxial tension and the inflation of an ideal balloon based on a set of parameters. During its application, the model’s resemblance to the Ogden-Hill form was noted, prompting a comparative analysis with well-known equations in this form (e.g., Varga equation, Neo-Hookean equation, Mooney-Rivlin equation, Mullins-Tobin equation, classical Ogden-Hill equation), thereby elucidating the physical underpinnings of the strain energy function. The proposed model posits the strain energy function as comprising three distinct components, i.e., affine motion, semi-flexibility, and entanglement—each manifesting distinct mechanical characteristics denoted by invariants. Furthermore, comparative assessments against the Carroll model, Pucci-Saccomnadi model, full-chain FJC model and the semi-flexible worm-like chain (WLC) model underscore the advantages of the proposed framework. Notably, the model exhibits a capacity to accurately predict rubber stress responses under large deformations without encountering singularities, thus rendering it amenable to finite element analysis (FEA). Finally, the efficacy of the proposed constitutive models is corroborated through rigorous comparisons with experimental data drawn from a spectrum of literature sources encompassing vulcanized rubber, natural rubber, elastomeric hydrogel, supramolecular elastomeric networks, and highly entangled elastomeric networks.
软弹性体网络Ogden-Hill方程的物理构造
橡胶弹性理论是研究软物质的基石。尽管经过近一个世纪的发展,许多模型在本质上仍主要是现象学的,缺乏坚实的物理基础。为了应对这一基本挑战,本研究借鉴蠕虫链模型和管状纠缠模型,提出了分子基础的应变能函数理论。与自由连接链(FJC)模型等经典方法不同,所提出的框架根据半柔性链的端到端距离分布对其进行了细致分析,从而提供了对聚合物力学的更全面理解。此外,还通过评估管势能来表征链的缠结。通过一组定义好的参数,该模型可以很好地预测硫化橡胶在各种实验条件下的大变形行为,包括单轴拉伸、单轴压缩、纯剪切和等轴拉伸。此外,它还根据一组参数对单轴拉伸和理想气球充气等现象提供了分析见解。在应用过程中,人们注意到该模型与奥格登-希尔形式相似,从而引发了与该形式的著名方程(如 Varga 方程、Neo-Hookean 方程、Mooney-Rivlin 方程、Mullins-Tobin 方程、经典奥格登-希尔方程)的比较分析,从而阐明了应变能函数的物理基础。所提出的模型认为应变能函数由三个不同的部分组成,即仿射运动、半柔性和缠结--每个部分都表现出不同的机械特性,用不变式表示。此外,与 Carroll 模型、Pucci-Saccomnadi 模型、全链 FJC 模型和半柔性蠕虫链 (WLC) 模型的比较评估也凸显了拟议框架的优势。值得注意的是,该模型能够准确预测大变形下的橡胶应力响应,且不会遇到奇异点,因此适合进行有限元分析(FEA)。最后,通过与来自硫化橡胶、天然橡胶、弹性水凝胶、超分子弹性网络和高度纠缠弹性网络等各种文献来源的实验数据进行严格比较,证实了所提出的构成模型的有效性。
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
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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