Piezoelectric actuators have been highly successful in a wide range of structural control applications. Assuch, there is an ongoing need for rapid and accurate structural analysis techniques, particularly for highlyheterogeneous composite materials and accounting for the actuator as a patch.Here, a new model based on the Refined Zigzag Theory (RZT) formulation that includes geometricnonlinearities is proposed for buckling, postbuckling and nonlinear static response analyses of geometricallyimperfect composite beams with piezoelectric actuators.Both the analytical and the finite element (FE) formulation are presented for symmetrically and non-symmetrically laminated beams. The FE approximation is further generalised to the case of beams withgeometric discontinuities to model composite beams with piezoelectric actuator patches. The new RZT modelis numerically verified through comparisons to Abaqus solutions for buckling and postbuckling analyses andfor the geometrically nonlinear response to an applied voltage of geometrically imperfect composite beamswith piezoelectric actuator patches.This work presents a new model for composite beams with piezoelectric actuators and confirms theremarkable advantages of RZT in terms of accuracy and computational efficiency also for challenging nonlinearanalyses, where the RZT computational time is generally less than half the time required by the FE commercial code.
Nonlinear static analysis of composite beams with piezoelectric actuator patches using the Refined Zigzag Theory / Ascione, Alessia; Gherlone, Marco; Orifici, Adrian C.. - In: COMPOSITE STRUCTURES. - ISSN 0263-8223. - ELETTRONICO. - 282:115018(2022), pp. 1-18. [10.1016/j.compstruct.2021.115018]
Nonlinear static analysis of composite beams with piezoelectric actuator patches using the Refined Zigzag Theory
Alessia Ascione;Marco Gherlone;
2022
Abstract
Piezoelectric actuators have been highly successful in a wide range of structural control applications. Assuch, there is an ongoing need for rapid and accurate structural analysis techniques, particularly for highlyheterogeneous composite materials and accounting for the actuator as a patch.Here, a new model based on the Refined Zigzag Theory (RZT) formulation that includes geometricnonlinearities is proposed for buckling, postbuckling and nonlinear static response analyses of geometricallyimperfect composite beams with piezoelectric actuators.Both the analytical and the finite element (FE) formulation are presented for symmetrically and non-symmetrically laminated beams. The FE approximation is further generalised to the case of beams withgeometric discontinuities to model composite beams with piezoelectric actuator patches. The new RZT modelis numerically verified through comparisons to Abaqus solutions for buckling and postbuckling analyses andfor the geometrically nonlinear response to an applied voltage of geometrically imperfect composite beamswith piezoelectric actuator patches.This work presents a new model for composite beams with piezoelectric actuators and confirms theremarkable advantages of RZT in terms of accuracy and computational efficiency also for challenging nonlinearanalyses, where the RZT computational time is generally less than half the time required by the FE commercial code.| File | Dimensione | Formato | |
|---|---|---|---|
| 2022_RZT-Beam-Piezo-Nonlinear.pdf accesso riservato 
											Descrizione: Published paper
										 
											Tipologia:
											2a Post-print versione editoriale / Version of Record
										 
											Licenza:
											
											
												Non Pubblico - Accesso privato/ristretto
												
												
												
											
										 
										Dimensione
										3.16 MB
									 
										Formato
										Adobe PDF
									 | 3.16 MB | Adobe PDF | Visualizza/Apri Richiedi una copia | 
| 2022_RZT-Beam-Piezo-Nonlinear_Accepted.pdf Open Access dal 04/12/2023 
											Descrizione: Author's Accepted Manuscript
										 
											Tipologia:
											2. Post-print / Author's Accepted Manuscript
										 
											Licenza:
											
											
												Creative commons
												
												
													
													
													
												
												
											
										 
										Dimensione
										1.83 MB
									 
										Formato
										Adobe PDF
									 | 1.83 MB | Adobe PDF | Visualizza/Apri | 
Pubblicazioni consigliate
I documenti in IRIS sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione.
https://hdl.handle.net/11583/2945672
			
		
	
	
	
			      	