Random vibration of composite structures with an attached frequency-dependent damping layer

The paper presents an efficient and accurate random vibration method for composite laminated structures with an attached viscoelastic damping layer. The method accounts for both the Adams and Maheri type of damping of the structure and the frequency-dependent damping of the attached layer. For the resulting non-classically damped and frequency-dependent complex system, the method presented combines the pseudo excitation method (PEM) with both a real-mode-based degree-reduction scheme and a precise integration scheme. The method is: much more accurate than most methods in the literature because they ignore the frequency dependency of the damping; very efficient because PEM largely overcomes the time penalty caused by the very high number of modes which must be used; and mathematically equivalent to the CQC algorithm. Examples solved include the composite horizontal tail structure of an aircraft.

[1]  D. Ansel,et al.  The partial (Ti0.5Zr0.5)-N phase diagram from 0 to 50 at.% , 2002 .

[2]  Lien-Wen Chen,et al.  Random response of a rotating composite blade with flexure–torsion coupling effect by the finite element method , 2001 .

[3]  Hiroyuki Matsunaga,et al.  Free vibration and stability of angle-ply laminated composite and sandwich plates under thermal loading , 2007 .

[4]  Robert D. Adams,et al.  Damping in advanced polymer–matrix composites , 2003 .

[5]  Robert D. Adams,et al.  Finite-element prediction of modal response of damped layered composite panels , 1995 .

[6]  Chen Wanji,et al.  Free vibration of laminated composite and sandwich plates using global–local higher-order theory , 2006 .

[7]  Il-Kwon Oh,et al.  Dynamic characteristics of cylindrical hybrid panels containing viscoelastic layer based on layerwise mechanics , 2007 .

[8]  Kazuro Kageyama,et al.  Vibration and Damping Prediction of Laminates with Constrained Viscoelastic Layers--Numerical Analysis by a Multilayer Higher-Order-Deformable Finite Element and Experimental Observations , 2003 .

[9]  Z. Hryniewicz Dynamic analysis of system with deterministic and stochastic viscoelastic dampers , 2004 .

[10]  Simon Wang,et al.  Free vibration analysis of rectangular composite laminates using a layerwise cubic B-spline finite strip method , 2006 .

[11]  Jiahao Lin,et al.  Seismic Random Vibration of Long-Span Structures , 2005 .

[12]  Lin Jia-hao,et al.  A fast CQC algorithm of psd matrices for random seismic responses , 1992 .

[13]  Goizalde Ajuria,et al.  Proportional damping approximation for structures with added viscoelastic dampers , 2006 .

[14]  Jiahao Lin,et al.  Structural responses to arbitrarily coherent stationary random excitations , 1994 .

[15]  E. Barkanov,et al.  Transient response analysis of systems with different damping models , 2003 .

[16]  Clarence W. de Silva,et al.  Vibration and Shock Handbook , 2005 .

[17]  Yihua Cao,et al.  Studies on damping characteristics and parameter optimization of anisotropic laminated damped structure , 2002 .

[18]  Renato Natal Jorge,et al.  Free vibration analysis of symmetric laminated composite plates by FSDT and radial basis functions , 2005 .

[19]  H. S. Zibdeh,et al.  Stochastic vibration of laminated composite coated beam traversed by a random moving load , 2003 .

[20]  W. F. Williams,et al.  Precise and Efficient Computation of Complex Structures with TMD Devices , 1999 .