局部变形分析的三维微极修改凸轮粘土模型

IF 3.4 2区 工程技术 Q2 ENGINEERING, GEOLOGICAL
Paul Hofer, Matthias Neuner, Günter Hofstetter
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引用次数: 0

摘要

在经典的连续结构模型中,由于速率平衡方程的椭圆性丧失,导致有限元模拟中的局部变形和网格敏感性。此类模型的扩展源于微观连续体,旨在通过在构成公式中引入长度尺度来补救网格敏感性。微波连续体是微形态连续体的一个特例,通常用于补救剪切带失效带来的网格敏感性。然而,微观连续体中的局部变形在很大程度上仍未得到探索。本研究旨在研究微观连续体中局部变形的条件,并强调其对二维和三维有限元模拟的影响。为此,我们提出了在三维无穷小弹塑性框架中制定的修正卡姆-粘土模型的微观扩展,并按照最近提出的经典考奇-波尔兹曼连续体方法建立了其局部化特征。构成层面的研究突出了微观扩展的稳定作用,耦合应力的存在以及 Cosserat 耦合模量的增加都会增强这种作用。结构层面的模拟结果与构成层面的结果十分吻合,并表明充分规范结构响应所需的 Cosserat 耦合模量取决于模态扩张的程度。尽管局部破坏通常被认为仅限于开放模态,但我们发现,在预期最大模态膨胀率远未达到统一的情况下,结构行为也会对网格敏感。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Localized Deformation Analysis of a 3D Micropolar Modified Cam‐Clay Model
In classical continuum constitutive models, the loss of ellipticity of the governing rate equilibrium equations entails localizing deformations and mesh sensitivity in finite element simulations. Extensions of such models, rooted in the micromorphic continuum, aim at remedying mesh sensitivity by introducing length scales into the constitutive formulation. The micropolar continuum constitutes a special case of the micromorphic continuum and is commonly employed for remedying mesh sensitivity accompanying shear band failure. However, localizing deformations in the micropolar continuum remains largely unexplored. This study aims to investigate the conditions for localizing deformations in the micropolar continuum and to highlight their implications for 2D and 3D finite element simulations. To this end, we propose a micropolar extension of the modified Cam‐clay model formulated in a three‐dimensional infinitesimal elastoplastic framework and establish its localization characteristics following a method recently presented for the classical Cauchy–Boltzmann continuum. Investigations at the constitutive level highlight the stabilizing effect of the micropolar extension, which is increased both by the presence of couple stresses as well as by increasing the Cosserat couple modulus. Simulations at the structural level exhibit good agreement with the results obtained at the constitutive level and indicate that the Cosserat couple modulus required for adequately regularizing the structural response depends on the level of modal dilatancy. Even though localized failure is commonly regarded to be restricted to opening modes, we find mesh‐sensitive structural behavior also in cases where the expected maximum modal dilatancy is far from unity.
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来源期刊
CiteScore
6.40
自引率
12.50%
发文量
160
审稿时长
9 months
期刊介绍: The journal welcomes manuscripts that substantially contribute to the understanding of the complex mechanical behaviour of geomaterials (soils, rocks, concrete, ice, snow, and powders), through innovative experimental techniques, and/or through the development of novel numerical or hybrid experimental/numerical modelling concepts in geomechanics. Topics of interest include instabilities and localization, interface and surface phenomena, fracture and failure, multi-physics and other time-dependent phenomena, micromechanics and multi-scale methods, and inverse analysis and stochastic methods. Papers related to energy and environmental issues are particularly welcome. The illustration of the proposed methods and techniques to engineering problems is encouraged. However, manuscripts dealing with applications of existing methods, or proposing incremental improvements to existing methods – in particular marginal extensions of existing analytical solutions or numerical methods – will not be considered for review.
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