Vibration of a simply supported rectangular elastic plate due to piezoelectric actuators

Author(s):  
J. S. Yang ◽  
Romesh C. Batra ◽  
X. Q. Liang
1964 ◽  
Vol 68 (647) ◽  
pp. 773-773
Author(s):  
Bertrand T. Fang

The equation for the buckling of a homogeneous elastic plate is well known For a simply-supported rectangular plate without shear (Nxy=0), the critical loads are usually found by substituting into equation (1) and determining the loads at which nontrivial solutions exist. In the presence of shear, however, the difficulty with the above approach is that the shear term would involve cosines instead of sines.


2010 ◽  
Vol 97-101 ◽  
pp. 442-448
Author(s):  
Wei Guo Zhu ◽  
Xiang Zhong Bai

The problem of bifurcation and chaos in a 4-side simply supported rectangular thin electro-magneto-elastic plate in electro-magnetic, mechanical and temperature fields is studied. Based on the basic nonlinear electro-magneto-elastic motion equations for a rectangular thin plate and expressions of electromagnetic forces, vibration equations are derived for the mechanical loading in a nonlinear temperature field and a steady transverse magnetic field. By using Melnikov function method, the criteria are obtained for chaos motion to exist as demonstrated by the Smale horseshoe mapping. The vibration equations are solved numerically by using a fourth-order Runge-Kutta method. Its bifurcation diagram, Lyapunov exponents diagram, displacement wave diagram, phase diagram and Poincare section diagram are obtained for some examples. The characteristics of the vibration system are analyzed, and the roles of parameters on the systems are discussed separately as well, such as electromagnetic field intensity, temperature and mechanical force.


1993 ◽  
Vol 30 (20) ◽  
pp. 2729-2741 ◽  
Author(s):  
M. Nakazawa ◽  
T. Iwakuma ◽  
S. Kuranishi ◽  
M. Hidaka

1994 ◽  
Vol 116 (3) ◽  
pp. 303-308 ◽  
Author(s):  
Y. Gu ◽  
R. L. Clark ◽  
C. R. Fuller ◽  
A. C. Zander

An experiment was performed to investigate the implementation of shaped PVDF modal sensors on a simply supported rectangular plate to control specific modes of the vibration. The plate was excited by a steady-state harmonic point force while the control was achieved by two independent piezoelectric actuators bonded to the surface of the plate. A two-channel adaptive controller based on the multi-input multi-output filtered X LMS algorithm was used to provide feed-forward control. Two PVDF modal sensors were shaped such that the (3,1) mode was the dominant structural mode observed by the sensors. With this configuration, the amplitude of the (3,1) mode can be minimized regardless of excitation frequency. A comparative test was performed by using two accelerometers as error sensors. Results indicate that for both on and off-resonance excitations, the shaped PVDF modal sensors are superior to point-error sensors, such as accelerometers for controlling specific structural modes.


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