The MLS based numerical manifold method for bending analysis of thin plates on elastic foundations

被引:5
|
作者
Zhao, Shuaixing [1 ]
Kong, Heng [2 ]
Zheng, Hong [1 ]
机构
[1] Beijing Univ Technol, Key Lab Urban Secur & Disaster Engn, Minist Educ, Beijing 100124, Peoples R China
[2] Beijing Municipal Construct Co Ltd, Beijing 100048, Peoples R China
基金
中国国家自然科学基金;
关键词
Numerical manifold method; Moving least squares; Generalized moving least squares; Mathematical cover; Thin plate; Elastic foundations; ISOGEOMETRIC ANALYSIS; VIBRATION ANALYSIS; MODEL; BIE;
D O I
10.1016/j.enganabound.2023.05.018
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Compared with the finite element method, H2-regularity in the Galerkin based approximation to the Kirchhoff thin plate model can be easily realized using either the moving least squares (MLS) or the generalized moving least squares (GMLS), which take the Lagrange form and the Hermite form, respectively. Coupling (G)MLS with the numerical manifold method (NMM) can greatly improve numerical properties of NMM in the treatment of plates of complicated shape, thereby denoted by MLS-NMM and GMLS-NMM. In the (G)MLS-NMM, the mathematical cover is composed of simply connected and partially overlapped mathematical patches that are the influence domains of (G)MLS nodes. GMLS-NMM appears to better fit to the Kirchhoff plate because it is equipped with rotation angle degrees of freedom. Through numerical tests and theoretical analysis in solving problems of thin plates on elastic foundations, however, this study shows that MLS-NMM is much more advantageous over GMLS-NMM from the aspects of both accuracy and memory usage.
引用
收藏
页码:68 / 87
页数:20
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