Topology optimization of unconstrained damping treatments for plates

被引:49
作者
El-Sabbagh, Adel [1 ]
Baz, A. [2 ]
机构
[1] Ain Shams Univ, Grp Adv Res Dynam Syst, Design & Prod Engn Dept, Fac Engn, Cairo, Egypt
[2] Univ Maryland, Dept Mech Engn, Smart Mat & Struct Res Ctr, College Pk, MD 20742 USA
关键词
VEM treatment; topology optimization; viscoelastic material; Bloch's theory; VIBRATION;
D O I
10.1080/0305215X.2013.832235
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
A finite element model for composite plates consisting of an elastic isotropic base layer covered with viscoelastic treatment is presented. The composite plate undergoes bending vibrations in the lateral direction. In contrast to many previous publications, the viscoelastic treatment is not constrained from the top in order to better simulate real cases. The objective is to find the optimum distribution of viscoelastic treatment which maximizes the modal damping ratio (MDR) for a certain volume of treatment. Topology optimization is performed with two strategies: optimizing the whole domain of viscoelastic treatment and optimizing a unit cell of the periodic treatment. Numerical examples show that the presented model is able to increase the MDR by an order of magnitude compared to plain treatments.
引用
收藏
页码:1153 / 1168
页数:16
相关论文
共 27 条
[1]  
Aklonis J.J., 1972, INTRO POLYM VISCOELA
[2]  
[Anonymous], 2013, Topology optimization: theory, methods, and applications
[3]  
[Anonymous], 1975, VISCOELASTICITY
[4]   Vibration control of plates with active constrained layer damping [J].
Baz, A ;
Ro, J .
SMART MATERIALS & STRUCTURES, 1996, 5 (03) :272-280
[5]  
Bendse M.P., 1995, Optimization of structural topology, shape, and material, V1st ed.
[6]   GENERATING OPTIMAL TOPOLOGIES IN STRUCTURAL DESIGN USING A HOMOGENIZATION METHOD [J].
BENDSOE, MP ;
KIKUCHI, N .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 1988, 71 (02) :197-224
[7]  
Choi K. K., 1981, CONT MATH, V4, P61, DOI [10.1090/conm/004/641226, DOI 10.1090/CONM/004/641226]
[8]   A NUMERICAL-METHOD FOR DISTRIBUTED PARAMETER STRUCTURAL OPTIMIZATION PROBLEMS WITH REPEATED EIGENVALUES [J].
CHOI, KK ;
HAUG, EJ ;
LAM, HL .
JOURNAL OF STRUCTURAL MECHANICS, 1982, 10 (02) :191-207
[9]   AN ITERATIVE METHOD FOR FINITE DIMENSIONAL STRUCTURAL OPTIMIZATION PROBLEMS WITH REPEATED EIGENVALUES [J].
CHOI, KK ;
HAUG, EJ ;
SEONG, HG .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 1983, 19 (01) :93-112
[10]  
Christensen R. M., 1982, Theory of viscoelasticity, V2nd ed