DYNAMIC ANALYSIS OF VISCOELASTIC-FLUID DAMPERS

被引:44
作者
MAKRIS, N [1 ]
DARGUSH, GF [1 ]
CONSTANTINOU, MC [1 ]
机构
[1] SUNY BUFFALO,DEPT CIVIL ENGN,BUFFALO,NY 14260
来源
JOURNAL OF ENGINEERING MECHANICS-ASCE | 1995年 / 121卷 / 10期
关键词
D O I
10.1061/(ASCE)0733-9399(1995)121:10(1114)
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
A solution methodology is presented for computing the dynamic stiffnesses in all vibration modes of viscoelastic-fluid dampers with mechanical properties that depend strongly on both frequency and temperature. The method of reduced variables is introduced to construct the master curves of the dynamic modulus of the fluid at some reference temperature from experimental data at different temperatures. Three generalized-derivative (fractional and complex order) constitutive models are proposed to approximate the dynamic modulus of the polybutane fluid over a wide frequency range. The complex parameters of the proposed models are obtained by finding the best fitting of the master curves. The solution of the problem is obtained by transforming the constitutive and balance equations in the Laplace domain, and developing a boundary-element formulation. The resulting method is applied in the prediction of the mechanical properties of a damper containing the polybutane viscoelastic fluid. Results using the three proposed generalized-derivative constitutive models are compared against experimental data.
引用
收藏
页码:1114 / 1121
页数:8
相关论文
共 27 条
[1]  
[Anonymous], 1980, VISCOELASTIC PROPERT
[2]  
Bagley R. L., 1983, AIAA J, V21, P742
[3]   A THEORETICAL BASIS FOR THE APPLICATION OF FRACTIONAL CALCULUS TO VISCOELASTICITY [J].
BAGLEY, RL ;
TORVIK, PJ .
JOURNAL OF RHEOLOGY, 1983, 27 (03) :201-210
[4]  
Banerjee P., 1994, BOUNDARY ELEMENT MET
[5]  
BIRD RB, 1988, DYNAMICS POLYM LIQUI
[6]  
Buckle I.G., 1990, EARTHQ SPECTRA, V6, P161, DOI DOI 10.1193/1.1585564
[7]   A BOUNDARY ELEMENT METHOD FOR AXISYMMETRICAL SOIL CONSOLIDATION [J].
DARGUSH, GF ;
BANERJEE, PK .
INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 1991, 28 (07) :897-915
[8]  
GERMANT A, 1938, PHILOS MAG, V25, P540, DOI DOI 10.1155/2011/193813
[9]  
HIGASHINO M, 1988, 9TH P WORLD C EARTHQ, pV705
[10]   FULL BASE ISOLATION FOR EARTHQUAKE PROTECTION BY HELICAL SPRINGS AND VISCODAMPERS. [J].
Hueffmann, Guenter K. .
Nuclear Engineering and Design, 1983, 84 (03) :331-338