A node-based partly smoothed point interpolation method (NPS-PIM) for dynamic analysis of solids

被引:21
|
作者
Zhang, Guiyong [1 ,2 ,3 ]
Lu, Huan [1 ]
Yu, Dapeng [1 ,3 ]
Bao, Zhenming [4 ]
Wang, Haiying [5 ]
机构
[1] Dalian Univ Technol, Sch Naval Architecture Engn, Liaoning Engn Lab Deep Sea Floating Struct, Dalian 116024, Peoples R China
[2] Dalian Univ Technol, State Key Lab Struct Anal Ind Equipment, Dalian 116024, Peoples R China
[3] Collaborat Innovat Ctr Adv Ship & Deep Sea Explor, Shanghai 200240, Peoples R China
[4] Jiangsu Univ Sci & Technol, Sch Energy & Power Engn, Zhenjiang 212003, Peoples R China
[5] Dalian Ocean Univ, Sch Nav & Marine Engn, Dalian 116023, Peoples R China
基金
中国国家自然科学基金;
关键词
Finite element method; Node-based smoothed point interpolation method; Dynamic analysis; FINITE-ELEMENT-METHOD; FEM; BOUNDS;
D O I
10.1016/j.enganabound.2017.12.002
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Traditional fmite element method (FEM) using linear triangular element is overly-stiff and generally natural frequencies calculated would be too high. The newly developed node-based smoothed point interpolation method (NS-PIM) has overly-soft stiffness, which makes it provide natural frequencies smaller than the exact ones and has the problem of temporally instability. So this work proposed a node-based partly smoothed point interpolation method (NPS-PIM) by combing the ideas of both FEM and NS-PIM through node-based partly strain smoothing operation. Owing to the properly constructed stiffness, detailed numerical study has shown that the NPS-PIM not only successfully overcomes the temporal instability existing in the NS-PIM, but also provides more accurate results than both FEM and NS-PIM models. The use of linear triangular background cells makes the present method very competitive for solving practical engineering problems with complicated shapes. (C) 2017 Elsevier Ltd. All rights reserved.
引用
收藏
页码:165 / 172
页数:8
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