{"title":"A note on the stability of pressure-sensitive non-associated plasticity","authors":"Paul Hofer , Matthias Neuner , Günter Hofstetter","doi":"10.1016/j.compgeo.2025.107363","DOIUrl":null,"url":null,"abstract":"<div><div>Stability issues related to non-associated plastic flow still present an often overlooked cause for numerical difficulties in finite element simulations of cohesive-frictional materials. Despite their significance, only few examples with analytical solutions exist that clearly illustrate the nature of the problem. In this note, we extend the existing literature by deriving a novel closed-form analytical solution for the elastoplastic behavior of non-associated Drucker-Prager plasticity subjected to oedometric extension. Moreover, we demonstrate that structural softening can arise even though material softening is not encompassed by the perfectly plastic model. By means of stability analysis based on the acoustic tensor criterion, we show that structural softening is concomitant with the loss of ellipticity of the governing rate equilibrium equations. The obtained results are illustrated through a numerical experiment, which highlights the encountered numerical difficulties, including non-objectivity of the obtained results and snap-back behavior. By means of this strikingly simple example, we aim to raise awareness about the peculiarities of non-associated plasticity among researchers, students and practitioners of geotechnical engineering alike.</div></div>","PeriodicalId":55217,"journal":{"name":"Computers and Geotechnics","volume":"186 ","pages":"Article 107363"},"PeriodicalIF":5.3000,"publicationDate":"2025-06-12","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Computers and Geotechnics","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0266352X2500312X","RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"COMPUTER SCIENCE, INTERDISCIPLINARY APPLICATIONS","Score":null,"Total":0}
引用次数: 0
Abstract
Stability issues related to non-associated plastic flow still present an often overlooked cause for numerical difficulties in finite element simulations of cohesive-frictional materials. Despite their significance, only few examples with analytical solutions exist that clearly illustrate the nature of the problem. In this note, we extend the existing literature by deriving a novel closed-form analytical solution for the elastoplastic behavior of non-associated Drucker-Prager plasticity subjected to oedometric extension. Moreover, we demonstrate that structural softening can arise even though material softening is not encompassed by the perfectly plastic model. By means of stability analysis based on the acoustic tensor criterion, we show that structural softening is concomitant with the loss of ellipticity of the governing rate equilibrium equations. The obtained results are illustrated through a numerical experiment, which highlights the encountered numerical difficulties, including non-objectivity of the obtained results and snap-back behavior. By means of this strikingly simple example, we aim to raise awareness about the peculiarities of non-associated plasticity among researchers, students and practitioners of geotechnical engineering alike.
期刊介绍:
The use of computers is firmly established in geotechnical engineering and continues to grow rapidly in both engineering practice and academe. The development of advanced numerical techniques and constitutive modeling, in conjunction with rapid developments in computer hardware, enables problems to be tackled that were unthinkable even a few years ago. Computers and Geotechnics provides an up-to-date reference for engineers and researchers engaged in computer aided analysis and research in geotechnical engineering. The journal is intended for an expeditious dissemination of advanced computer applications across a broad range of geotechnical topics. Contributions on advances in numerical algorithms, computer implementation of new constitutive models and probabilistic methods are especially encouraged.