Finite element model updating of vibrating structures under free-free boundary conditions for modal damping prediction

被引:16
作者
Lepoittevin, Gregoire [1 ]
Kress, Gerald [1 ]
机构
[1] ETH, Ctr Struct Technol, CH-8092 Zurich, Switzerland
关键词
Free-free boundary conditions; Frequency response function; Model updating; Structural optimization; RECTANGULAR-PLATES; BEAMS; PARAMETERS; SUPPORT; LAYER;
D O I
10.1016/j.ymssp.2011.01.019
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
A method to predict resonance frequencies and modal loss factors of bare and damped samples, using constrained layer damping treatment, under free-free boundary conditions is proposed. In a first phase, measurements of the frequency response functions of these two specimens are performed. In a second phase, a finite element model of the undamped sample is developed. The novelty lies in the consistent modelling of the suspension with spring-damper elements defined with stiffness and damping coefficients with fixed values over the whole considered frequency range. By updating these, the agreement between experiments and simulation is further improved. In a third phase, a finite element model of the damped sample, with constrained layer damping material, is realized. A good agreement with experimental results is obtained thanks to an optimization algorithm used to determine the material parameters of the viscoelastic layer at various frequency. A comparison with experimental results, from a Dynamic Mechanical Analysis, confirms the consistency of the results from the optimization process. (C) 2011 Elsevier Ltd. All rights reserved.
引用
收藏
页码:2203 / 2218
页数:16
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