Active vibration suppression of non-linear beams using optimal dynamic inversion

被引:16
作者
Ali, Sk F. [1 ]
Padhi, R. [2 ]
机构
[1] Indian Inst Sci, Dept Civil Engn, Bangalore 560012, Karnataka, India
[2] Indian Inst Sci, Dept Aerosp Engn, Bangalore 560012, Karnataka, India
关键词
dynamic inversion; optimal dynamic inversion; non-linear structural control; non-linear beams; Euler-Bernoulli beams; BOUNDARY CONTROL;
D O I
10.1243/09596518JSCE688
中图分类号
TP [自动化技术、计算机技术];
学科分类号
0812 ;
摘要
Euler-Bernoulli beams are distributed parameter systems that are governed by a non-linear partial differential equation (PDE) of motion. This paper presents a vibration control approach for such beams that directly utilizes the non-linear PDE of motion, and hence, it is free from approximation errors (such as model reduction, linearization etc.). Two state feedback controllers are presented based on a newly developed optimal dynamic inversion technique which leads to closed-form solutions for the control variable. In one formulation a continuous controller structure is assumed in the spatial domain, whereas in the other approach it is assumed that the control force is applied through a finite number of discrete actuators located at predefined discrete locations in the spatial domain. An implicit finite difference technique with unconditional stability has been used to solve the PDE with control actions. Numerical simulation studies show that the beam vibration can effectively be decreased using either of the two formulations.
引用
收藏
页码:657 / 672
页数:16
相关论文
共 26 条
[1]  
BAMEIH B, 1997, P C DEC CONTR SAN DI, P01056
[2]   Computational methods for the fast boundary stabilization of flexible structures. Part 1: The case of beams [J].
Bourquin, F. ;
Branchet, B. ;
Collet, M. .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 2007, 196 (4-6) :988-1005
[3]  
Bryson A. E., 2018, Applied Optimal Control: Optimization, Estimation and Control
[4]  
BURNS JA, 1994, IEEE DECIS CONTR P, P3967, DOI 10.1109/CDC.1994.411563
[5]   Boundary control of a cantilevered flexible beam with point-mass dynamics at the free end [J].
Canbolat, H ;
Dawson, D ;
Rahn, C ;
Vedagarbha, P .
MECHATRONICS, 1998, 8 (02) :163-+
[6]   OPTIMUM RECURRENCE FORMULAS FOR A 4TH ORDER PARABOLIC PARTIAL DIFFERENTIAL EQUATION [J].
CRANDALL, SH .
JOURNAL OF THE ACM, 1957, 4 (04) :467-471
[7]  
Curtain R. F., 1995, An introduction to infinite dimensional linear systems theory
[8]   Adaptive boundary control of an axially moving string system [J].
Fung, RF ;
Wu, JW ;
Lu, PY .
JOURNAL OF VIBRATION AND ACOUSTICS-TRANSACTIONS OF THE ASME, 2002, 124 (03) :435-440
[9]   Reduced-order modeling of time-dependent PDEs with multiple parameters in the boundary data [J].
Gunzburger, Max D. ;
Peterson, Janet S. ;
Shadid, John N. .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 2007, 196 (4-6) :1030-1047
[10]  
Holmes P., 1996, Turbulence, coherent structures, dynamical systems and symmetry