中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
On implicit integration of the bounding surface model based on swell-shrink rules

文献类型:期刊论文

作者Li, Jian; Chen, Shanxiong; Jiang, Lingfa
刊名APPLIED MATHEMATICAL MODELLING
出版日期2016
卷号40期号:19-20页码:8671-8684
关键词Implicit integration Return mapping algorithm Newton-Simpson iterative method Modified bounding surface model Swell-shrink rules
ISSN号0307-904X
DOI10.1016/j.apm.2016.05.014
英文摘要The bounding surface model has become one of the most widely used constitutive models for representing the elastoplastic behavior of soils under cyclic loads. Using a bounding surface model modified to include swell-shrink rules, this paper gives a full description of a popular return mapping algorithm based on implicit integration. The algorithm allows complete implicit integration and consistent linearization of the model to be achieved. Several modifications are made to force the algorithm to satisfy the computational needs of the model and a Newton-Simpson iterative method is introduced to ensure high numerical accuracy. Numerical simulations are used to demonstrate the validity of the algorithm presented. (C) 2016 Elsevier Inc. All rights reserved.
WOS研究方向Engineering ; Mathematics ; Mechanics
语种英语
WOS记录号WOS:000383309700036
出版者ELSEVIER SCIENCE INC
源URL[http://119.78.100.198/handle/2S6PX9GI/3931]  
专题岩土力学所知识全产出_期刊论文
国家重点实验室知识产出_期刊论文
作者单位Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn
推荐引用方式
GB/T 7714
Li, Jian,Chen, Shanxiong,Jiang, Lingfa. On implicit integration of the bounding surface model based on swell-shrink rules[J]. APPLIED MATHEMATICAL MODELLING,2016,40(19-20):8671-8684.
APA Li, Jian,Chen, Shanxiong,&Jiang, Lingfa.(2016).On implicit integration of the bounding surface model based on swell-shrink rules.APPLIED MATHEMATICAL MODELLING,40(19-20),8671-8684.
MLA Li, Jian,et al."On implicit integration of the bounding surface model based on swell-shrink rules".APPLIED MATHEMATICAL MODELLING 40.19-20(2016):8671-8684.

入库方式: OAI收割

来源:武汉岩土力学研究所

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