Applied Mathematics and Mechanics (English Edition) ›› 2008, Vol. 29 ›› Issue (12): 1587-1600 .doi: https://doi.org/10.1007/s10483-008-1207-x

• Articles • 上一篇    下一篇

被动约束层阻尼圆柱壳振动和阻尼分析的一种新矩阵方法

向宇1;黄玉盈2;陆静1;袁丽芸1,2,邹时智2   

  1. 1.广西工学院 汽车工程系,广西 柳州 545006;
    2.华中科技大学 土木工程与力学学院,武汉 430074
  • 收稿日期:2008-04-23 修回日期:2008-09-23 出版日期:2008-12-01 发布日期:2008-12-01
  • 通讯作者: 向宇

New matrix method for analyzing vibration and damping effect of sandwich circular cylindrical shell with viscoelastic core

XIANG Yu1;HUANG Yu-ying2;LU Jing 1;YUAN Li-yun1,2; ZOU Shi-zhi2   

  1. 1. Department of Automotive Engineering, Guangxi University of Technology,Liuzhou 545006, Guangxi Province, P. R. China; 2. College of Civil Engineering and Mechanics, Huazhong University of Science and Technology,Wuhan 430074, P. R. China
  • Received:2008-04-23 Revised:2008-09-23 Online:2008-12-01 Published:2008-12-01
  • Contact: XIANG Yu

摘要: 基于线弹性薄壳理论和线粘弹性理论,考虑粘弹性层的剪切耗能作用和各层间的相互作用力,导出了被动约束层阻尼层合圆柱壳在谐激励作用下的一阶常微分矩阵控制方程.然后,借助作者提出的齐次扩容精细积分技术建立了一种新的矩阵方法,并利用该方法研究了层合圆柱壳的振动特性和阻尼特性.该方法与已提出的以位移及其导数作为状态向量的传统传递矩阵法的根本区别在于,控制方程中的状态向量中包含了层合壳的全部位移和整合内力变量,因此,可以方便地适用于各种位移和内力边界条件以及部分环状覆盖约束层阻尼圆柱壳的动态分析.数值算例与解析解和有限元解的结果比较有力说明了该方法的正确性和有效性.

Abstract: Based on the linear theories of thin cylindrical shells and viscoelastic materials, a governing equation describing vibration of a sandwich circular cylindrical shell with a viscoelastic core under harmonic excitation is derived. The equation can be written as a matrix differential equation of the first order, and is obtained by considering the energy dissipation due to the shear deformation of the viscoelastic core layer and the interaction between all layers. A new matrix method for solving the governing equation is then presented with an extended homogeneous capacity precision integration approach. Having obtained these, vibration characteristics and damping effect of the sandwich cylindrical shell can be studied. The method differs from a recently published work as the state vector in the governing equation is composed of displacements and internal forces of the sandwich shell rather than displacements and their derivatives. So the present method can be applied to solve dynamic problems of the kind of sandwich shells with various boundary conditions and partially constrained layer damping. Numerical examples show that the proposed approach is effective and reliable compared with the existing methods.

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