Stochastically optimal active control of a smart truss structure under stationary random excitation

Optimization of the placement and feedback gains of an active bar in a closed-loop control system for random intelligent truss structures under stationary random excitation are studied in this paper. Based on maximization of dissipation energy due to the control action, a mathematical model with reliability constraints on the mean square value of the structural dynamic displacement and stress response is developed. The randomness of the physical parameters corresponding to the structural materials, geometric dimensions and structural damping are included in the analysis, and the applied forces are considered as stationary random excitation. The numerical characteristic of the stationary random responses of a stochastic smart structure is developed. Numerical examples of stochastic truss structures are presented to demonstrate the rationality and validity of the active control model, and some useful conclusions are obtained.

[1]  Wei Gao,et al.  Dynamic Response Analysis of Stochastic Frame Structures Under Nonstationary Random Excitation , 2004 .

[2]  Christian Bucher,et al.  Sensitivity of expected exceedance rate of SDOF-system response to statistical uncertainties of loading and system parameters , 1987 .

[3]  Anindya Ghoshal,et al.  Transient vibration of smart structures using a coupled piezoelectric-mechanical theory , 2004 .

[4]  Pennung Warnitchai,et al.  Optimal placement and gains of sensors and actuators for feedback control , 1994 .

[5]  Jian-Jun Chen Analysis of engineering structures response to random wind excitation , 1994 .

[6]  Yabin Zhou,et al.  Dynamic response analysis of closed-loop control system for random intelligent truss structure under random forces , 2004 .

[7]  Wei Gao,et al.  Optimal placement of active bars in active vibration control for piezoelectric intelligent truss structures with random parameters , 2003 .

[8]  M. C. Ray,et al.  Optimal Control of Laminated Shells Using Piezoelectric Sensor and Actuator Layers , 2003 .

[9]  Hector A. Jensen,et al.  Response of Systems with Uncertain Parameters to Stochastic Excitation , 1992 .

[10]  Zhao Lei,et al.  Neumann dynamic stochastic finite element method of vibration for structures with stochastic parameters to random excitation , 2000 .

[11]  Ted Belytschko,et al.  Transient probabilistic systems , 1988 .

[12]  Gun-Shing Chen,et al.  OPTIMAL PLACEMENT OF ACTIVE/PASSIVE MEMBERS IN TRUSS STRUCTURES USING SIMULATED ANNEALING , 1991 .

[13]  C. C. Cheng,et al.  An impedance approach for vibration response synthesis using multiple PZT actuators , 2005 .

[14]  H. Saunders,et al.  Finite element procedures in engineering analysis , 1982 .

[15]  W. Keith Belvin,et al.  Application of piezoelectric devices to vibration suppression , 1994 .

[16]  Boris Moulin,et al.  Models for aeroservoelastic analysis with smart structures , 2004 .

[17]  K. Y. Lam,et al.  Active Vibration Control of Composite Beams with Piezoelectrics: a Finite Element Model with Third Order Theory , 1998 .

[18]  B. Y. Duan,et al.  Structural optimization by displaying the reliability constraints , 1994 .

[19]  M. M. Abdullah,et al.  Optimal Location and Gains of Feedback Controllers at Discrete Locations , 1998 .

[20]  Youdan Kim,et al.  Lyapunov Control Law for Slew Maneuver Using Time Finite Element Analysis , 2001 .