Geometrically nonlinear analysis of thin-walled structures using efficient Shell-based SPH method

被引:19
作者
Lin, Jun [1 ]
Naceur, Hakim [2 ]
Coutellier, Daniel [2 ]
Laksimi, Abdel [1 ]
机构
[1] Univ Technol Compiegne, Lab ROBERVALUMR 7337, F-60200 Compiegne, France
[2] Univ Valenciennes, Lab LAMIH, UMR 8201, F-59313 Valenciennes, France
关键词
Geometrically nonlinear analysis; Smoothed particle hydrodynamics; Meshless; Mindlin-Reissner Shell; Explicit dynamics; Strong formulation; SMOOTHED PARTICLE HYDRODYNAMICS; STABILITY ANALYSIS; ELEMENT;
D O I
10.1016/j.commatsci.2013.12.010
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
In this paper a shell-based meshless formulation is proposed for the geometrically nonlinear analysis of thin-walled structures using an explicit dynamics scheme based on the Smoothed Particle Hydrodynamics (SPH) method. In the present investigation the SPH method is modified to deal with shell-like structures, while keeping its character of a strong formulation based on the principle of collocation directly applied on the differential equilibrium equations. The current SPH formulation is an extension of the continuum-improved and stabilized SPH method allowing a thin structure to be modeled using only one layer of particles to represent the shell mid-surface. Application of the present Shell-based SPH (SSPH) formulation for the analysis of several benchmarks including geometrically nonlinear behavior shows its validity and its potential especially in terms of CPU time saving while keeping a very good level of accuracy compared to the classical SPH method and to the Finite Element method. (C) 2013 Elsevier B.V. All rights reserved.
引用
收藏
页码:127 / 133
页数:7
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