中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
A mass lumping scheme for the 10-node tetrahedral element

文献类型:期刊论文

作者Zhang, Guohua; Yang, Yongtao; Sun, Guanhua; Zheng, Hong
刊名ENGINEERING ANALYSIS WITH BOUNDARY ELEMENTS
出版日期2019
卷号106期号:-页码:190-200
关键词Lumped mass matrices 10-node tetrahedral element Dynamic analysis Finite element method Numerical manifold method
ISSN号0955-7997
DOI10.1016/j.enganabound.2019.04.018
英文摘要In the dynamic analysis with explicit time integration scheme, a lumped mass matrix (LMM) is always preferable than the consistent mass matrix (CMM), since the solving of large scale simultaneous algebraic equations can be avoided if a LMM is employed. In this study, a mass lumping scheme which is suitable for the 10-node tetrahedral element is proposed. A series of numerical examples show that the natural frequencies assessed from the proposed LMM are very close to those from CMM. In addition, the dynamic responses of structure predicted by the proposed LMM are in very good agreement with those from CMM if an implicit time integration scheme is adopted. More importantly, the proposed LMM is less sensitive to mesh distortion than the CMM. The proposed LMM can supersede the CMM at any cases.
WOS研究方向Engineering ; Mathematics
语种英语
WOS记录号WOS:000487168600018
源URL[http://119.78.100.198/handle/2S6PX9GI/14895]  
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, Wuhan, Hubei, Peoples R China
推荐引用方式
GB/T 7714
Zhang, Guohua,Yang, Yongtao,Sun, Guanhua,et al. A mass lumping scheme for the 10-node tetrahedral element[J]. ENGINEERING ANALYSIS WITH BOUNDARY ELEMENTS,2019,106(-):190-200.
APA Zhang, Guohua,Yang, Yongtao,Sun, Guanhua,&Zheng, Hong.(2019).A mass lumping scheme for the 10-node tetrahedral element.ENGINEERING ANALYSIS WITH BOUNDARY ELEMENTS,106(-),190-200.
MLA Zhang, Guohua,et al."A mass lumping scheme for the 10-node tetrahedral element".ENGINEERING ANALYSIS WITH BOUNDARY ELEMENTS 106.-(2019):190-200.

入库方式: OAI收割

来源:武汉岩土力学研究所

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