2006
DOI: 10.1016/j.compstruc.2005.10.010
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Use of shunted shear-mode piezoceramics for structural vibration passive damping

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Cited by 25 publications
(30 citation statements)
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“…The modal effective EMCC results, corresponding to the frequencies given in Table 1, are shown in Figure 3. They indicate clearly (Figure 3a) that the approximation (7) values overestimate greatly the reference (2) ones; they are also much higher than those of the other approximations (3), (4), (5). The approximation (7) results are in line with those obtained using the 1D hybrid sandwich/equivalent single layer beam FE for the d 15 shear piezoceramic shunted damping evaluation which was found 5 very excessively promising according to these obtained modal effective EMCC.…”
Section: Effective Coupling Approximate Evaluationmentioning
confidence: 84%
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“…The modal effective EMCC results, corresponding to the frequencies given in Table 1, are shown in Figure 3. They indicate clearly (Figure 3a) that the approximation (7) values overestimate greatly the reference (2) ones; they are also much higher than those of the other approximations (3), (4), (5). The approximation (7) results are in line with those obtained using the 1D hybrid sandwich/equivalent single layer beam FE for the d 15 shear piezoceramic shunted damping evaluation which was found 5 very excessively promising according to these obtained modal effective EMCC.…”
Section: Effective Coupling Approximate Evaluationmentioning
confidence: 84%
“…While definitions, as in equations (1)(2)(3)(4)(5), provide positive modal effective EMCC 8 , equation (7) may provide negative values 9 ; this has to be interpreted that this expression may not be valid in this case.…”
Section: Modal Effective Electromechaical Couplingmentioning
confidence: 96%
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“…The presence of the new electrodes imposes a dominant electric field, either applied or induced, in the thickness direction, thus perpendicular to the length or width poling direction. Since the mid-90s, the shear mode of monolithic piezoceramic materials has been considered for applications in the design of smart structures (Sun and Zhang, 1995;Benjeddou, Trindade and Ohayon, 1997;Benjeddou, 2007;Trindade and Benjeddou, 2009), including active (Benjeddou, Trindade and Ohayon, 2000;Raja, Prathap and Sinha, 2002;Baillargeon and Vel, 2005), passive (Benjeddou and Ranger, 2006;Trindade and Maio, 2008) and active-passive Santos and Trindade, 2011) vibration control. From these studies, the shear mode seems to be an interesting alternative for stiffer structures, higher frequencies and non-standard shape deflection patterns.…”
Section: Introductionmentioning
confidence: 99%