Analysis of Active-Passive Plate Structures Using a Simple and Efficient Finite Element Model

In this work a simple and efficient finite element model is developed for vibration analysis of active-passive damped multilayer sandwich plates, with a viscoelastic core sandwiched between elastic layers, including piezoelectric layers. The elastic layers are modeled using the classical plate theory and the core is modeled using Reddy’s third-order shear deformation theory. The finite element is obtained by assembly of N “elements” through the thickness, using specific assumptions on the displacement continuity at the interfaces between layers. To achieve a mechanism for the active control of the structural dynamics response, a feedback control algorithm is used, coupling the sensor and active piezoelectric layers. The dynamic analysis of active-passive damped multilayer sandwich plate structures is conducted in frequency domain to obtain the natural frequencies and respective loss factors, and in time domain for steady state harmonic motion. For both analyses, a finite element code is implemented. The model is applied in the solution of some illustrative examples and the results are presented and discussed.

[1]  A. Araújo,et al.  Finite Element Model for Hybrid Active-Passive Damping Analysis of Anisotropic Laminated Sandwich Structures , 2010 .

[2]  Amr M. Baz,et al.  Performance characteristics of active constrained layer damping versus passive constrained layer damping with active control , 1996, Smart Structures.

[3]  D. J. Mead,et al.  The forced vibration of a three-layer, damped sandwich beam with arbitrary boundary conditions , 1969 .

[4]  E. Kerwin Damping of Flexural Waves by a Constrained Viscoelastic Layer , 1959 .

[5]  M. Yan,et al.  Governing Equations for Vibrating Constrained-Layer Damping Sandwich Plates and Beams , 1972 .

[6]  Carlos A. Mota Soares,et al.  Active control of forced vibrations in adaptive structures using a higher order model , 2005 .

[7]  Andris Chate,et al.  Finite element analysis of damping the vibrations of laminated composites , 1993 .

[8]  H. F. Tiersten,et al.  Linear Piezoelectric Plate Vibrations , 1969 .

[9]  Harry H. Hilton,et al.  Dynamic finite element analysis of viscoelastic composite plates in the time domain , 1994 .

[10]  Ayech Benjeddou,et al.  Advances in piezoelectric finite element modeling of adaptive structural elements: a survey , 2000 .

[11]  O. Zienkiewicz The Finite Element Method In Engineering Science , 1971 .

[12]  D. K. Rao,et al.  Frequency and Loss Factors of Sandwich Beams under Various Boundary Conditions , 1978 .

[13]  J. Reddy Mechanics of laminated composite plates and shells : theory and analysis , 1996 .

[14]  J. Z. Zhu,et al.  The finite element method , 1977 .

[15]  N. Ganesan,et al.  Finite element analysis of cylindrical shells with a constrained viscoelastic layer , 1994 .

[16]  Ayech Benjeddou,et al.  Hybrid Active-Passive Damping Treatments Using Viscoelastic and Piezoelectric Materials: Review and Assessment , 2002 .

[17]  R. A. S. Moreira,et al.  A generalized layerwise finite element for multi-layer damping treatments , 2006 .

[18]  R. A. DiTaranto,et al.  Composite Damping of Vibrating Sandwich Beams , 1967 .

[19]  G. C. Everstine,et al.  Vibrations of three layered damped sandwich plate composites , 1979 .

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

[21]  C. D. Johnson,et al.  Design of Passive Damping Systems , 1995 .

[22]  Š. Markuš,et al.  A new approximate method of finding the loss factors of a sandwich cantilever , 1974 .

[23]  N. T. Asnani,et al.  Vibration and damping analysis of multilayered rectangular plates with constrained viscoelastic layers , 1984 .

[24]  Salim Belouettar,et al.  A Shell Finite Element for Active-Passive Vibration Control of Composite Structures with Piezoelectric and Viscoelastic Layers , 2008 .

[25]  T. Shimogo Vibration Damping , 1994, Active and Passive Vibration Damping.

[26]  D. Sorensen IMPLICITLY RESTARTED ARNOLDI/LANCZOS METHODS FOR LARGE SCALE EIGENVALUE CALCULATIONS , 1996 .