中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
Lower bound limit analysis by quadrilateral elements

文献类型:期刊论文

作者Li, Chunguang2; Sun, Cong1; Li, Cuihua2,3; Zheng, Hong2
刊名JOURNAL OF COMPUTATIONAL AND APPLIED MATHEMATICS
出版日期2017
卷号315页码:319-326
关键词Limit analysis Lower bound Finite element Quadrilateral element Week form Boundary integral
ISSN号0377-0427
DOI10.1016/j.cam.2016.11.024
英文摘要This paper presents a quadrilateral element formulation of lower bound theorem. The formulation uses a four-noded quadrilateral element. The weak form of the equilibrium equations is performed to linearize the equilibrium equations. By Green's theorem, the integral over quadrilateral element are transformed into boundary integral over the element boundary. The major advantage of using quadrilateral element, rather than triangular element, is that more accurate lower bound can be obtained with the same element size. Two numerical examples are given to illustrate the capability of the new method for computing lower bound. The accuracy of the quadrilateral element formulation is compared with that of three-noded triangular element formulation in detail. (C) 2016 Elsevier B.V. All rights reserved.
WOS研究方向Mathematics
语种英语
WOS记录号WOS:000392039300023
出版者ELSEVIER SCIENCE BV
源URL[http://119.78.100.198/handle/2S6PX9GI/4044]  
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1.Wuhan Municipal Construct Grp Co Ltd
2.Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn ;
3.Hubei Water Resources Tech Coll ;
推荐引用方式
GB/T 7714
Li, Chunguang,Sun, Cong,Li, Cuihua,et al. Lower bound limit analysis by quadrilateral elements[J]. JOURNAL OF COMPUTATIONAL AND APPLIED MATHEMATICS,2017,315:319-326.
APA Li, Chunguang,Sun, Cong,Li, Cuihua,&Zheng, Hong.(2017).Lower bound limit analysis by quadrilateral elements.JOURNAL OF COMPUTATIONAL AND APPLIED MATHEMATICS,315,319-326.
MLA Li, Chunguang,et al."Lower bound limit analysis by quadrilateral elements".JOURNAL OF COMPUTATIONAL AND APPLIED MATHEMATICS 315(2017):319-326.

入库方式: OAI收割

来源:武汉岩土力学研究所

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