TY - JOUR
T1 - A quick method for analyzing dynamic responses of axisymmetric structures under lateral impulsive loadings
AU - Mao, Yong Jian
AU - Li, Yu Long
AU - Deng, Hong Jian
AU - Huang, Han Jun
PY - 2010/6
Y1 - 2010/6
N2 - Dynamic responses of axisymmetric structures under lateral impulsive loadings are often analyzed by analytical/semi-analytical methods or direct finite element simulations. But sometimes, all those methods have disadvantages or limitations such as complexity, high computational cost, etc. This paper proposes a quick method to solve this kind of problems based on finite element analysis and superposition principle of linear dynamics. In this method, firstly, the impulsive loading is discretized into finite loading elements by generating lines of the body of rotation. Secondly, the structural responses induced by a unique loading element are calculated by finite element method. Thirdly, by coordinate rotation and linear superposition, the responses under various lateral loadings with complicated distributions are obtained from the responses under the unique loading element. In the end, examples are given to show the validity and features of high efficiency, convenience and flexibility of this method.
AB - Dynamic responses of axisymmetric structures under lateral impulsive loadings are often analyzed by analytical/semi-analytical methods or direct finite element simulations. But sometimes, all those methods have disadvantages or limitations such as complexity, high computational cost, etc. This paper proposes a quick method to solve this kind of problems based on finite element analysis and superposition principle of linear dynamics. In this method, firstly, the impulsive loading is discretized into finite loading elements by generating lines of the body of rotation. Secondly, the structural responses induced by a unique loading element are calculated by finite element method. Thirdly, by coordinate rotation and linear superposition, the responses under various lateral loadings with complicated distributions are obtained from the responses under the unique loading element. In the end, examples are given to show the validity and features of high efficiency, convenience and flexibility of this method.
KW - Axisymmetric structure
KW - Dynamic response
KW - Finite element method
KW - Lateral impact
KW - Principle of superposition
UR - http://www.scopus.com/inward/record.url?scp=77954872476&partnerID=8YFLogxK
M3 - 文章
AN - SCOPUS:77954872476
SN - 1007-4708
VL - 27
SP - 563
EP - 568
JO - Jisuan Lixue Xuebao/Chinese Journal of Computational Mechanics
JF - Jisuan Lixue Xuebao/Chinese Journal of Computational Mechanics
IS - 3
ER -