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二次特征矩阵表示的特征值有界性分析 被引量:1

BOUNDING PROPERTIES OF THE EIGENVALUES PROVIDED BY A QUADRATIC EIGEN-MATRIX FORMULATION
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摘要 采用二次特征矩阵近似表示精确有限元和精确动态子结构分析中得出的超越或非线性动态刚度阵,并证明了在满足一定条件的前提下,二次特征阵给出的特征值是精确刚度阵特征值的上界或下界。 Approximate representation of a transcendental or a non-linear dynamic stiffnessmatrix K(p) by a quadratic eigen-matrix is studied theoretically in this paper, The quadraticmatrix is formed by expressing the elements of K(p)as parabolic functions based on choosingthree fixed values of the eigenparameter. General bounds on the exact eigenvalues of thetranscendental eigenvalue problem provided by the quadratic matrix are shown to exist ifthe three fixed values chosen are below the lowest pole of the transcendental stiffness matixand the three coefficient matrices of the quadratic formulation are positive definite,It isproved that the approximate quadratic eigen-matrix gives either upper or lower bound oncorresponding exact eigenvalues obtained from the transcendental stiffness matrix.
作者 叶建乔
出处 《力学学报》 EI CSCD 北大核心 1995年第3期326-335,共10页 Chinese Journal of Theoretical and Applied Mechanics
关键词 非线性 特值值 特征矩阵 有界性分析 振动 exact stiffness matrix,non-linear eigenvalue,transcendental eigenvalue,quadratic eigen-matrix,bounding property
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参考文献2

  • 1叶建乔,Int J Numer Meth Eng
  • 2叶建乔,J Sound Vib

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  • 2陈显钧 赵令诚.弯曲板固有振动分析的动态有限元素法[J].振动与冲击,1982,(2):1-11.
  • 3Banerjee J R,Fisher S A.Coupled Bending-torsional Dynamic Stiffness Matrix for Axially Loaded Beam Elements.International Journal for Numerical Methods in Engineering,1992,33:739-751
  • 4Li Jun,Shen Rongying,Hua Hongxing,Jin Xianding.Coupled Bending and Torsional Vibration of Axially Loaded Bernoulli-Euler Beams Including Warping Effects.Applied Acoustics,2004,65:153-170
  • 5Banerjee J R,Williams F W.Coupled Bending-torsional Dynamic Stiffness Matrix for Timoshenko Beam Elements.Computers and Structures,1992,42:301-310
  • 6Banerjee J R,Williams F W.Coupled Bending-torsional Dynamic Stiffness Matrix of an Axially Loaded Timoshenko Beam Element.International Journal of Solids and Structures,1994,31:749-762
  • 7Banerjee J R,Guo S,Howson W P.Exact Dynamic Stiffness Matrix of a Bending-torsion Coupled Beam Including Warping.Computers and Structures,1996,59:613-621
  • 8Li Jun,Shen Rongying,Hua Hongxing,Jin Xianding.Bending-Torsional Coupled Dynamic Response of Axially Loaded Composite Timoshenko Thin-walled Beam with Closed Cross-section.Composite Structures,2004,64:23-35
  • 9Banerjee J R.Free Vibration of Sandwich Beams Using the Dynamic Stiffness Method.Computers and Structures,2003,81:1915-1922
  • 10Banerjee J R.Development of an Exact Dynamic Stiffness Matrix for Free Vibration Analysis of a Twisted Timoshenko Beam.Journal of Sound and Vibration,2004,270:379-401

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