Vibration of a laminated composite plate is controlled by passive and active control methods. Stiffness change in composite structures by changes in laminate orientation is used as an example of a passive control method, negative velocity feedback control with the piezoelectric sensor/actuator is us
The vibration of a rectangular laminated elastic plate with embedded piezoelectric sensors and actuators
โ Scribed by R.C. Batra; X.Q. Liang
- Publisher
- Elsevier Science
- Year
- 1997
- Tongue
- English
- Weight
- 990 KB
- Volume
- 63
- Category
- Article
- ISSN
- 0045-7949
No coin nor oath required. For personal study only.
โฆ Synopsis
A&ret--We use the three-dimensional linear theory of elasticity to analyse the steady-state vibrations of a simply-supported rectangular linear elastic laminated plate with embedded PZT layers. Some of these PZT layers act as actuators while the remaining act as sensors. It is assumed that there is perfect bonding between different layers. Numerical results for a thin and a thick plate containing one embedded actuator layer and one embedded sensor layer are presented. For the former case, the optimum location of the centroid of the excited rectangular region that will result in the maximum out-of-plane displacement for a given distribution of the applied voltage is also determined. Equivalently, an equal and opposite voltage applied to this region of a vibrating plate will be most effective in diminishing these vibrations. The maximum shear stress at the interface between the sensor and the lamina is lower than that between the actuator and the lamina. The point of maximum output voltage from the sensor coincides with that of peak out-of-plane displacement. The variations of displacement and stress components through the thickness for the thin and thick plates are similar.
๐ SIMILAR VOLUMES
An approach of dynamic control for suppressing external disturbance to variable thickness beam plates with sensors and actuators of piezoelectric layers on/in the structures is proposed in this paper using the scaling function transform of the Daubechies wavelet theory for approximation of functions
this paper, we consider the vibration of a thin rectangular plate supported by identical beams at two opposing sides. This plate-beam system is rigidly supported at the remaining sides. The finite-element method is used to calculate the natural frequencies for the plate-beam system and to solve the