Real-time dynamic substructuring in a coupled oscillator-pendulum system

被引:81
作者
Kyrychko, YN
Blyuss, KB
Gonzalez-Buelga, A
Hogan, SJ
Wagg, DJ
机构
[1] Univ Bristol, Dept Engn Math, Bristol BS8 1TR, Avon, England
[2] Univ Bristol, Dept Mech Engn, Bristol BS8 1TR, Avon, England
[3] Univ Exeter, Dept Math Sci, Exeter EX4 4QE, Devon, England
来源
PROCEEDINGS OF THE ROYAL SOCIETY A-MATHEMATICAL PHYSICAL AND ENGINEERING SCIENCES | 2006年 / 462卷 / 2068期
基金
英国工程与自然科学研究理事会;
关键词
stability analysis; real-time testing; neutral delay equation; Hopf bifurcation; hybrid simulation;
D O I
10.1098/rspa.2005.1624
中图分类号
O [数理科学和化学]; P [天文学、地球科学]; Q [生物科学]; N [自然科学总论];
学科分类号
07 ; 0710 ; 09 ;
摘要
Real-time dynamic substructuring is a powerful testing method, which brings together analytical, numerical and experimental tools for the study of complex structures. It consists of replacing one part of the structure with a. numerical model; which is connected to the remainder of the physical structure (the substructure) by a transfer system. In order to provide reliable results, this hybrid system must remain stable during the whole test. A primary mechanism for destabilization of these type of systems is the delays which are naturally present in the transfer system. In thus paper, we apply the dynamic substructuring technique to a nonlinear system consisting of a pendulum attached to a mechanical oscillator. The oscillator is modelled numerically and the transfer system is an actuator. The system dynamics is governed by two coupled second-order neutral delay differential equations. We carry out local and global stability analyses of the system and identify the delay dependent stability boundaries for this type of system. We then perform a series of hybrid experimental tests for a pendulum-oscillator system. The results give excellent qualitative and quantitative agreement when compared to the analytical stability results.
引用
收藏
页码:1271 / 1294
页数:24
相关论文
共 25 条
[11]  
Horiuchi T, 1999, EARTHQUAKE ENG STRUC, V28, P1121, DOI 10.1002/(SICI)1096-9845(199910)28:10<1121::AID-EQE858>3.3.CO
[12]  
2-F
[13]  
Jun Jie Wei, 2002, Acta Mathematica Sinica, V45, P93
[14]  
Kuang Y., 1993, DELAY DIFFERENTIAL E
[15]   HUMAN PENDULUM APPROACH TO SIMULATE AND QUANTIFY LOCOMOTOR IMPACT LOADING [J].
LAFORTUNE, MA ;
LAKE, MJ .
JOURNAL OF BIOMECHANICS, 1995, 28 (09) :1111-1114
[16]  
MOSQUEDA G, 2003, THESIS U CALIFORNIA
[17]   Development, potential, and limitations of real-time online (pseudo-dynamic) testing [J].
Nakashima, M .
PHILOSOPHICAL TRANSACTIONS OF THE ROYAL SOCIETY A-MATHEMATICAL PHYSICAL AND ENGINEERING SCIENCES, 2001, 359 (1786) :1851-1867
[18]   Pseudo-dynamic testing of bridges using non-linear substructuring [J].
Pinto, AV ;
Pegon, P ;
Magonette, G ;
Tsionis, G .
EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 2004, 33 (11) :1125-1146
[19]  
Stepan G., 1989, RETARDED DYNAMICAL S
[20]  
Tondl A., 2000, AUTOPARAMETRIC RESON