回顾有限变形孔隙力学:从第一性原理推导非线性Biot系数

IF 6 2区 工程技术 Q2 MATERIALS SCIENCE, MULTIDISCIPLINARY
John T. Foster , Xiao Xu
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引用次数: 0

摘要

本文提出了一种新的框架,将混合理论与有限变形孔隙力学相结合,从第一原理推导出非线性Biot系数,消除了在先前公式中普遍存在的本构假设的需要。通过将扩展的汉密尔顿原理应用于固体和流体的二元混合物,我们充分考虑了有限变形,并采用勒让德变换将内能依赖从比容转移到压力。这种方法自然地产生了一种新的非线性比奥系数形式,在小的变形下,它被证明可以降低到经典的比奥系数。我们的方法提供了一个明确的物理解释Biot系数作为固体的比容变化相对于骨架在恒定孔隙压力下的变形的量度。这项工作将混合理论和有限变形孔隙力学联系起来,提供了一个基本的推导,增强了对大变形情况下孔隙力学模型的理解和适用性。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Revisiting finite deformation poromechanics: Deriving a nonlinear Biot coefficient from first principles
This paper presents a novel framework that integrates mixture theory with finite deformation poromechanics to derive a nonlinear Biot coefficient from first principles, eliminating the need for constitutive assumptions prevalent in prior formulations. By applying the extended Hamilton’s principle to a binary mixture of solid and fluid phases, we fully account for finite deformations and employ a Legendre transformation to shift the internal energy dependence from specific volume to pressure. This approach naturally yields a new nonlinear form of the Biot coefficient that is shown to reduce to the classical Biot coefficient under small deformations. Our method provides a clear physical interpretation of the Biot coefficient as a measure of the solid’s specific volume change with respect to skeleton deformation at constant pore pressure. This work bridges mixture theory and finite deformation poromechanics, offering a fundamental derivation that enhances the understanding and applicability of poromechanical models in large deformation scenarios.
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来源期刊
Journal of The Mechanics and Physics of Solids
Journal of The Mechanics and Physics of Solids 物理-材料科学:综合
CiteScore
9.80
自引率
9.40%
发文量
276
审稿时长
52 days
期刊介绍: The aim of Journal of The Mechanics and Physics of Solids is to publish research of the highest quality and of lasting significance on the mechanics of solids. The scope is broad, from fundamental concepts in mechanics to the analysis of novel phenomena and applications. Solids are interpreted broadly to include both hard and soft materials as well as natural and synthetic structures. The approach can be theoretical, experimental or computational.This research activity sits within engineering science and the allied areas of applied mathematics, materials science, bio-mechanics, applied physics, and geophysics. The Journal was founded in 1952 by Rodney Hill, who was its Editor-in-Chief until 1968. The topics of interest to the Journal evolve with developments in the subject but its basic ethos remains the same: to publish research of the highest quality relating to the mechanics of solids. Thus, emphasis is placed on the development of fundamental concepts of mechanics and novel applications of these concepts based on theoretical, experimental or computational approaches, drawing upon the various branches of engineering science and the allied areas within applied mathematics, materials science, structural engineering, applied physics, and geophysics. The main purpose of the Journal is to foster scientific understanding of the processes of deformation and mechanical failure of all solid materials, both technological and natural, and the connections between these processes and their underlying physical mechanisms. In this sense, the content of the Journal should reflect the current state of the discipline in analysis, experimental observation, and numerical simulation. In the interest of achieving this goal, authors are encouraged to consider the significance of their contributions for the field of mechanics and the implications of their results, in addition to describing the details of their work.
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