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Finite Cell Method: High-Order Structural Dynamics for Complex Geometries

delete2015-08-31
delete23
PRE
AI
M
M. Elhaddad *
N
Nils Zander
S
Stefan Kollmannsberger
A
A. Shadavakhsh
N
Nuebel, V.
E
E. Rank
DOI:10.1142/S0219455415400180delete
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摘要

摘要

En 中文
In this contribution, the finite cell method (FCM) is applied to solve transient problems of linear elastodynamics. The mathematical formulation of FCM for linear elastodynamics is presented, following from the weak formulation of the initial/boundary-value problem. Semi-discrete time integration schemes are briefly discussed, and the choice of implicit time integration is justified. A 1D benchmark problem is solved using FCM, illustrating the method's ability to solve problems of linear elastodynamics obtaining high rates of convergence. Furthermore, a numerical example of transient analysis from an industrial application is solved using FCM. The numerical results are compared to the results obtained using state-of-the-art commercial software, employing linear finite elements, in conjunction with explicit time integration. The results illustrate the potential of FCM as a powerful tool for transient analysis in elastodynamics, offering a high degree of accuracy at a moderate computational effort.
Keyword:
Finite cell method
implicit dynamics
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对已上传原文的论文进行重点信息的提取,主要内容包括:简要概述、研究摘要、背景介绍、关键亮点、图文解析、展望与总结。

期刊

International Journal of Structural Stability and Dynamics 封面图
International Journal of Structural Stability and Dynamics
IF:
3.4
论文数:
3.1K
被引数:
6.3K

机构

T
Technical University of Munich
学者数:
5.2W
论文数: 3.9W
被引数: 6.2W
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