2009
DOI: 10.1016/j.engstruct.2008.08.009
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Damping analysis of beams submitted to passive and active control

Abstract: In this paper an analytical method is proposed for damping analysis of sandwich beams with piezoelectric and viscoelastic layers. Based on the classical zig-zag model and some assumptions about the electric field, this method leads to an analytical expression of the modal loss factor and frequency. Considering two feedback control laws, the obtained hybrid damping of the sandwich beam is characterized. Numerical finite element applications are considered, in order to examine the efficiency and limitations of t… Show more

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Cited by 16 publications
(5 citation statements)
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“…To enrich the kinematics, Kapuria et al [29][30][31][32] introduced in the above works the well-known zigzag theory. Interesting contributions to the field were also made by Boudaoud et al [33], Belouettar et al [3] and Azrar et al [34], among others. Moreover, the Carrera Unified Formulation (CUF) models for piezoelectric plates were proposed in Ballhause et al [35] as well as in Robaldo et al [36].…”
Section: Introductionmentioning
confidence: 92%
“…To enrich the kinematics, Kapuria et al [29][30][31][32] introduced in the above works the well-known zigzag theory. Interesting contributions to the field were also made by Boudaoud et al [33], Belouettar et al [3] and Azrar et al [34], among others. Moreover, the Carrera Unified Formulation (CUF) models for piezoelectric plates were proposed in Ballhause et al [35] as well as in Robaldo et al [36].…”
Section: Introductionmentioning
confidence: 92%
“…They performed numerical simulations of structures with feedback, adaptive feedback, and hybrid control systems. Boudaoud et al [16] proposed an analytical method for the damping analysis of sandwich beams with piezoelectric and viscoelastic layers, providing an analytical expression for damping analysis. Kumar and Singh [17] made different samples of beams with ACLD and PCLD treatments to investigate the ACLD and PCLD patch positions and coverage by experiment.…”
Section: Introductionmentioning
confidence: 99%
“…Since 1959 and the work of Kerwin [1], an intensive research work was devoted to this type of structures. Initially, analytical methods were developed to yield approximate damping properties (i.e., modal loss factor and natural frequency) of sandwich beam and plate structures with simple boundary conditions [2][3][4].…”
Section: Introductionmentioning
confidence: 99%