Development of isoparametric, degenerate constrained layer element for plate and shell structures

被引:27
作者
Jeung, YS [1 ]
Shen, IY
机构
[1] Korea Aerosp Ind, Fixed Wing Programs 2, Seoul 120709, South Korea
[2] Univ Washington, Dept Mech Engn, Seattle, WA 98195 USA
关键词
D O I
10.2514/2.1192
中图分类号
V [航空、航天];
学科分类号
08 ; 0825 ;
摘要
An isoparametric, degenerate element for constrained layer damping treatments is presented. The element is valid for either plate or shell structures. The element is an 18-node degenerate element with nine nodes located on the base shell (or plate) structure and nine nodes on the constraining layer. Each node has five degrees of freedom; translations in x,y, and z and bending rotations alpha and beta about the midsurface where the node is located. The displacement field of the viscoelastic layer is interpolated linearly from the nodal displacements; therefore, the viscoelastic layer allows both shear and normal deformations. The base shell (or plate) structure and the constraining layer can be linearly elastic or piezoelectric for passive or active applications. The viscoelastic layer is assumed to be linearly viscoelastic. The equation of motion is derived through use of the principle of virtual work. For thin plate structures, numerical results show that the isoparametric element can predict natural frequencies, loss factors, and mechanical impedances that are as accurate as NASTRAN with substantially fewer elements. For thin shell structures, locking and spurious modes need to be resolved to yield reasonable results.
引用
收藏
页码:1997 / 2005
页数:9
相关论文
共 29 条
[1]  
Ahmad S., 1970, Int J Numer Methods Eng, V2, P419, DOI [10.1002/nme.1620020310, DOI 10.1002/NME.1620020310]
[2]   A finite element model for harmonically excited viscoelastic sandwich beams [J].
Baber, TT ;
Maddox, RA ;
Orozco, CE .
COMPUTERS & STRUCTURES, 1998, 66 (01) :105-113
[3]   A FORMULATION OF GENERAL SHELL ELEMENTS - THE USE OF MIXED INTERPOLATION OF TENSORIAL COMPONENTS [J].
BATHE, KJ ;
DVORKIN, EN .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 1986, 22 (03) :697-722
[4]   IMPLEMENTATION AND APPLICATION OF A 9-NODE LAGRANGE SHELL ELEMENT WITH SPURIOUS MODE CONTROL [J].
BELYTSCHKO, T ;
LIU, WK ;
ONG, JSJ ;
LAM, D .
COMPUTERS & STRUCTURES, 1985, 20 (1-3) :121-128
[5]  
COOK RD, 1988, CONCEPTS APPL FINITE, P163
[6]   FINITE-ELEMENT MODELING TECHNIQUES FOR CONSTRAINED LAYER DAMPING [J].
HOLMAN, RE ;
TANNER, JM .
AIAA JOURNAL, 1983, 21 (05) :792-794
[7]   HETEROSIS FINITE-ELEMENT FOR PLATE BENDING [J].
HUGHES, TJR ;
COHEN, M .
COMPUTERS & STRUCTURES, 1978, 9 (05) :445-450
[8]   A COMMENT ON CONSTRAINED LAYER DAMPING STRUCTURES WITH LOW VISCOELASTIC MODULUS [J].
IMAINO, W ;
HARRISON, JC .
JOURNAL OF SOUND AND VIBRATION, 1991, 149 (02) :354-359
[9]   FINITE-ELEMENT ANALYSIS OF THE HARMONIC RESPONSE OF DAMPED 3-LAYER PLATES [J].
IOANNIDES, E ;
GROOTENHUIS, P .
JOURNAL OF SOUND AND VIBRATION, 1979, 67 (02) :203-218
[10]  
JEUNG YS, 1998, THESIS U WASHINGTON