首页 | 本学科首页   官方微博 | 高级检索  
     检索      


Solution existence conditions for elastoplastic constitutive models of granular materials
Authors:Y Yang  HS Yu  KK Muraleetharan
Institution:

aNottingham Center for Geomechanics, School of Civil Engineering, The University of Nottingham, University Park, Nottingham NG7 2RD, UK

bSchool of Civil Engineering and Environmental Science, Room 334, Norman, The University of Oklahoma, OK 73019-1024, USA

Abstract:In this paper, the conditions of solution existence for stress rates under given strain rates are investigated. The focus of the solution existence investigation is on the non-associated flow rule and elastic stress–strain relationship. Granular materials characterized with strong non-associated plastic flows are used as a particular example for analysis. Various flow rules for granular materials are analyzed, including Rowe’s, Roscoe’s flow rules and their modified versions. In the elastic stress–strain relationships of materials, the effects of Poisson’s ratio on solution existence are investigated. Both isotropic and anisotropic elasticity are considered. Given a granular material and its states, it is found that there exists a critical Poisson’s ratio for a particular non-associated flow rule. When the Poisson’s ratio of a material is above this critical Poisson’s ratio, its constitutive model is susceptible to solution non-existence. It is suggested that special attentions should be paid to the selection of material Poisson’s ratio and non-associated flow rule to ensure the existence of elastoplastic solutions.
Keywords:Constitutive behavior(B)  Elastic–plastic material(B)  Granular material(B)  Solution existence
本文献已被 ScienceDirect 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号