{"title":"Localized Deformation Analysis of a 3D Micropolar Modified Cam‐Clay Model","authors":"Paul Hofer, Matthias Neuner, Günter Hofstetter","doi":"10.1002/nag.3941","DOIUrl":null,"url":null,"abstract":"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.","PeriodicalId":13786,"journal":{"name":"International Journal for Numerical and Analytical Methods in Geomechanics","volume":"27 1","pages":""},"PeriodicalIF":3.4000,"publicationDate":"2025-01-13","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"International Journal for Numerical and Analytical Methods in Geomechanics","FirstCategoryId":"5","ListUrlMain":"https://doi.org/10.1002/nag.3941","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q2","JCRName":"ENGINEERING, GEOLOGICAL","Score":null,"Total":0}
引用次数: 0
Abstract
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.
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.