J. Larsson, R. Larsson
{"title":"流体饱和弹塑性多孔介质的正则化不连续局部化分析","authors":"J. Larsson, R. Larsson","doi":"10.1002/1099-1484(200010)5:7<565::AID-CFM107>3.0.CO;2-W","DOIUrl":null,"url":null,"abstract":"In the present paper we analyse the conditions for band-shaped localization to occur in the hydro- mechanically coupled problem. The governing continuum equations are based on the porous media theory applied to an elastic–plastic solid (skeleton) at small deformations. In the localization analysis, the concept of regularized discontinuity is extensively used at the application to the conservation laws of momentum and mass. As a result, we obtain a coupled localization condition, where the situation of partly drained conditions is discussed and compared to the two extreme cases of fully drained and undrained situations. A simple numerical experiment for a 1D problem is carried out using an interface FE-formulation. Copyright © 2000 John Wiley & Sons, Ltd.","PeriodicalId":100899,"journal":{"name":"Mechanics of Cohesive-frictional Materials","volume":"36 1","pages":"565-582"},"PeriodicalIF":0.0000,"publicationDate":"2000-10-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"25","resultStr":"{\"title\":\"Localization Analysis of a Fluid Saturated Elastoplastic Porous Medium Using Regularized Discontinuities\",\"authors\":\"J. Larsson, R. Larsson\",\"doi\":\"10.1002/1099-1484(200010)5:7<565::AID-CFM107>3.0.CO;2-W\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"In the present paper we analyse the conditions for band-shaped localization to occur in the hydro- mechanically coupled problem. The governing continuum equations are based on the porous media theory applied to an elastic–plastic solid (skeleton) at small deformations. In the localization analysis, the concept of regularized discontinuity is extensively used at the application to the conservation laws of momentum and mass. As a result, we obtain a coupled localization condition, where the situation of partly drained conditions is discussed and compared to the two extreme cases of fully drained and undrained situations. A simple numerical experiment for a 1D problem is carried out using an interface FE-formulation. Copyright © 2000 John Wiley & Sons, Ltd.\",\"PeriodicalId\":100899,\"journal\":{\"name\":\"Mechanics of Cohesive-frictional Materials\",\"volume\":\"36 1\",\"pages\":\"565-582\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2000-10-01\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"25\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Mechanics of Cohesive-frictional Materials\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.1002/1099-1484(200010)5:7<565::AID-CFM107>3.0.CO;2-W\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Mechanics of Cohesive-frictional Materials","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.1002/1099-1484(200010)5:7<565::AID-CFM107>3.0.CO;2-W","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 25