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dc.contributor.authorMUKHERJEE, ABHIJITen_US
dc.contributor.authorCHAUDHURI, ASAHAen_US
dc.date.accessioned2009-05-09T07:26:19Zen_US
dc.date.accessioned2011-12-08T07:02:33Zen_US
dc.date.accessioned2011-12-26T13:01:55Zen_US
dc.date.accessioned2011-12-27T05:47:41Z-
dc.date.available2009-05-09T07:26:19Zen_US
dc.date.available2011-12-08T07:02:33Zen_US
dc.date.available2011-12-26T13:01:55Zen_US
dc.date.available2011-12-27T05:47:41Z-
dc.date.issued2005en_US
dc.identifier.citationComputers & Structures 83(15-16), 1298-1304en_US
dc.identifier.issn0045-7949en_US
dc.identifier.uri10.1016/j.compstruc.2004.06.008en_US
dc.identifier.urihttp://hdl.handle.net/10054/1316en_US
dc.identifier.urihttp://dspace.library.iitb.ac.in/xmlui/handle/10054/1316en_US
dc.description.abstractThe present paper demonstrates the effect of large deformations on the piezoelectric materials and structures under time varying loads. The energy based electromechanical piezoelectric constitutive law derived by Tiersten is adopted. For large deformation analysis of beams, a counterpart of Von Karman’s plate equation is considered. The displacement fields in finite element method are based on the first order shear deformation theory. To analyze the nonlinear equilibrium equations an incremental iterative technique is employed. The control of the structure is demonstrated through a constant gain multiplier of the sensed voltage. Active control of a cantilever PVDF bimorph beam considering the nonlinear effects has been investigated.en_US
dc.language.isoenen_US
dc.publisherElsevieren_US
dc.subjectCantilever Beamsen_US
dc.subjectElectric Potentialen_US
dc.subjectMatrix Algebraen_US
dc.subjectStructural Loadsen_US
dc.subjectStress Analysisen_US
dc.titleNonlinear dynamic response of piezolaminated smart beamsen_US
dc.typeArticleen_US
dc.description.copyright© Elsevieren_US
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