Modeling of elastomeric materials using nonlinear fractional derivative and continuously yielding friction elements

被引:21
作者
Ramrakhyani, DS [1 ]
Lesieutre, GA [1 ]
Smith, EC [1 ]
机构
[1] Penn State Univ, Dept Aerosp Engn, University Pk, PA 16803 USA
关键词
continuously yielding element; friction element; fractional derivative; elastomer; time domain; viscoelasticity;
D O I
10.1016/j.ijsolstr.2004.02.034
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
A model of the one-dimensional dynamic behavior of elastomeric materials is developed based on a previously existing model. An initial model consisted of nonlinear multiple anelastic displacement fields in parallel with discrete friction elements. The motivation for the development of a new model is reduction of the number of parameters needed to accurately capture material behavior. A new element, a "continuously yielding element," is developed, which conceptually represents a distribution of parallel friction elements. This element replaces the entire collection of discrete friction elements used in the initial model. In addition, a linear fractional derivative anelastic displacement field element replaces the multiple linear anelastic displacement field elements used in the older model. Finally, nonlinearity is introduced into the fractional derivative anelastic displacement field element, in an attempt to capture observed amplitude dependence of storage and loss moduli at higher amplitudes. The different parts of the new model are first compared individually to those of the initial model then combined and compared as an integrated whole. The new model captures the frequency and amplitude variation of the storage and loss moduli of the material better than the initial model, while the total number of parameters is reduced to seven from sixteen. (C) 2004 Elsevier Ltd. All rights reserved.
引用
收藏
页码:3929 / 3948
页数:20
相关论文
共 17 条
[1]  
ADOLFSSON K, 2002, 39 ANN TECN M SOC EN
[2]  
AUSTRELL PE, 1997, THESIS LUND U SWEDEN
[3]   FRACTIONAL CALCULUS IN THE TRANSIENT ANALYSIS OF VISCOELASTICALLY DAMPED STRUCTURES [J].
BAGLEY, RL ;
TORVIK, PJ .
AIAA JOURNAL, 1985, 23 (06) :918-925
[4]   FRACTIONAL CALCULUS - A DIFFERENT APPROACH TO THE ANALYSIS OF VISCOELASTICALLY DAMPED STRUCTURES [J].
BAGLEY, RL ;
TORVIK, PJ .
AIAA JOURNAL, 1983, 21 (05) :741-748
[5]   FRACTIONAL ORDER STATE-EQUATIONS FOR THE CONTROL OF VISCOELASTICALLY DAMPED STRUCTURES [J].
BAGLEY, RL ;
CALICO, RA .
JOURNAL OF GUIDANCE CONTROL AND DYNAMICS, 1991, 14 (02) :304-311
[6]   Characterization and modeling of the low strain amplitude and frequency dependent behavior of elastomeric damper materials [J].
Brackbill, CR ;
Lesieutre, GA ;
Smith, EC ;
Ruhl, LE .
JOURNAL OF THE AMERICAN HELICOPTER SOCIETY, 2000, 45 (01) :34-42
[7]   Time domain modeling of damping using anelastic displacement fields and fractional calculus [J].
Enelund, M ;
Lesieutre, GA .
INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 1999, 36 (29) :4447-4472
[8]   Analysis of bearingless main rotor aeroelasticity using an improved time domain nonlinear elastomeric damper model [J].
Gandhi, F ;
Chopra, I .
JOURNAL OF THE AMERICAN HELICOPTER SOCIETY, 1996, 41 (03) :267-277
[9]  
GOVINDSWAMY K, 1995, P 36 AIAA ASME ASCE
[10]  
KUNZ DL, 1997, AIAA J FEB