Optimal control of structures subjected to traveling load

The problem of the optimal semi-active control of a structure subjected to a moving load is studied. The control is realized by a change of damping of the structure’s supports. The objective is to provide a smooth passage for vehicles and extend the time needed for the safety service of the carrying structures. In contrast to the previous works of the author, in this paper, the model used takes into account time-varying passage speeds, which allows a broader application, in particular, to robotics. The study of the optimal control problem produces a practical condition that justifies whether, for a given set of parameters, the controlled system can outperform its passively damped equivalent. For the optimization, an efficient method of parametrized switching times is developed and tested via a numerical example. The designed optimal control is examined on a real test stand. The experiments are carried out for three different passage scenarios. In terms of the assumed metrics the proposed method outperforms the passive case by over 40%.

[1]  P. Sharma Mechanics of materials. , 2010, Technology and health care : official journal of the European Society for Engineering and Medicine.

[2]  L Fryba,et al.  VIBRATION OF SOLIDS AND STRUCTURES UNDER MOVING LOADS (3RD EDITION) , 1999 .

[3]  Eduardo F. Camacho,et al.  A generalized predictive controller for a wide class of industrial processes , 1998, IEEE Trans. Control. Syst. Technol..

[4]  Dominik Pisarski,et al.  Semi-active control of 1D continuum vibrations under a travelling load , 2010 .

[5]  Yonghong Chen,et al.  Smart suspension systems for bridge-friendly vehicles , 2002, SPIE Smart Structures and Materials + Nondestructive Evaluation and Health Monitoring.

[6]  Francesco Marazzi,et al.  Technology of Semiactive Devices and Applications in Vibration Mitigation , 2006 .

[7]  Dean Karnopp,et al.  Vibration Control Using Semi-Active Force Generators , 1974 .

[8]  Anat Ruangrassamee,et al.  Control of nonlinear bridge response with pounding effect by variable dampers , 2003 .

[9]  Huajiang Ouyang,et al.  Optimal vibration control of beams subjected to a mass moving at constant speed , 2016 .

[10]  Bartłomiej Dyniewicz Space-time finite element approach to general description of a moving inertial load , 2012 .

[11]  M. Pietrzakowski Active damping of beams by piezoelectric system: effects of bonding layer properties , 2001 .

[12]  Dominik Pisarski,et al.  Smart Suspension System for Linear Guideways , 2011, J. Intell. Robotic Syst..

[13]  Chin An Tan,et al.  Active Wave Control of the Axially Moving String: Theory and Experiment , 2000 .

[14]  Amr M. Baz DYNAMIC BOUNDARY CONTROL OF BEAMS USING ACTIVE CONSTRAINED LAYER DAMPING , 1997 .

[15]  M. L. Chambers The Mathematical Theory of Optimal Processes , 1965 .

[16]  Arnold Neumaier,et al.  Introduction to Numerical Analysis , 2001 .

[17]  F. A. Seiler,et al.  Numerical Recipes in C: The Art of Scientific Computing , 1989 .

[18]  Qingxia Zhang,et al.  Simultaneous Identification of Moving Vehicles and Bridge Damages Considering Road Rough Surface , 2013 .

[19]  Roman Bogacz,et al.  Active control of beams under a moving load , 2000 .

[20]  Yan Weiming,et al.  THEORETICAL AND EXPERIMENTAL RESEARCH ON A NEW SYSTEM OF SEMI-ACTIVE STRUCTURAL CONTROL WITH VARIABLE STIFFNESS AND DAMPING , 2002 .

[21]  Zhonghua Wu,et al.  Mathematical Modeling of Heat and Mass Transfer in Energy Science and Engineering , 2013 .

[22]  Czesław I. Bajer,et al.  New feature of the solution of a Timoshenko beam carrying the moving mass particle , 2010 .