The present research aims to investigate the vibration characteristics of stiffened composite cylindrical shells using experimental, numerical and analytical techniques. The specimens are fabricated from continuous glass fiber (GFRP) using a specially-designed filament winding setup. The theoretical formulation is established based on Sanders' thin shell theory. In the analytical approach, a smeared method is employed to superimpose the stiffness contribution of the stiffeners with those of shell in order to obtain the equivalent stiffness parameters of the whole panel. Using the Ritz method, the governing eigenvalue equations are obtained and will then be solved for evaluating the natural frequencies of the GFRP-stiffened composite shells. In order to validate the analytical achievements, experimental modal analysis is conducted on a stiffened cylinder. A 3-D finite element model is built for a further validation. This model takes into account the exact geometric configuration of the stiffeners and the shell. Results confirm the accuracy of the analytical method. Furthermore, the influences of changes in the skin thickness and boundary condition are analyzed.

Experimental, numerical and analytical investigation of free vibrational behavior of GFRP-stiffened composite cylindrical shells / Hemmatnezhad, M; Rahimi, G. H.; Tajik, M.; Pellicano, Francesco. - In: COMPOSITE STRUCTURES. - ISSN 0263-8223. - STAMPA. - 120:(2015), pp. 509-518. [10.1016/j.compstruct.2014.10.011]

Experimental, numerical and analytical investigation of free vibrational behavior of GFRP-stiffened composite cylindrical shells

PELLICANO, Francesco
2015

Abstract

The present research aims to investigate the vibration characteristics of stiffened composite cylindrical shells using experimental, numerical and analytical techniques. The specimens are fabricated from continuous glass fiber (GFRP) using a specially-designed filament winding setup. The theoretical formulation is established based on Sanders' thin shell theory. In the analytical approach, a smeared method is employed to superimpose the stiffness contribution of the stiffeners with those of shell in order to obtain the equivalent stiffness parameters of the whole panel. Using the Ritz method, the governing eigenvalue equations are obtained and will then be solved for evaluating the natural frequencies of the GFRP-stiffened composite shells. In order to validate the analytical achievements, experimental modal analysis is conducted on a stiffened cylinder. A 3-D finite element model is built for a further validation. This model takes into account the exact geometric configuration of the stiffeners and the shell. Results confirm the accuracy of the analytical method. Furthermore, the influences of changes in the skin thickness and boundary condition are analyzed.
2015
30-ott-2014
120
509
518
Experimental, numerical and analytical investigation of free vibrational behavior of GFRP-stiffened composite cylindrical shells / Hemmatnezhad, M; Rahimi, G. H.; Tajik, M.; Pellicano, Francesco. - In: COMPOSITE STRUCTURES. - ISSN 0263-8223. - STAMPA. - 120:(2015), pp. 509-518. [10.1016/j.compstruct.2014.10.011]
Hemmatnezhad, M; Rahimi, G. H.; Tajik, M.; Pellicano, Francesco
File in questo prodotto:
File Dimensione Formato  
47-Composite Structures Hemmat-Pellicano 2014.pdf

Accesso riservato

Descrizione: Articolo originale
Tipologia: Versione pubblicata dall'editore
Dimensione 8.54 MB
Formato Adobe PDF
8.54 MB Adobe PDF   Visualizza/Apri   Richiedi una copia
Pubblicazioni consigliate

Licenza Creative Commons
I metadati presenti in IRIS UNIMORE sono rilasciati con licenza Creative Commons CC0 1.0 Universal, mentre i file delle pubblicazioni sono rilasciati con licenza Attribuzione 4.0 Internazionale (CC BY 4.0), salvo diversa indicazione.
In caso di violazione di copyright, contattare Supporto Iris

Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11380/1079767
Citazioni
  • ???jsp.display-item.citation.pmc??? ND
  • Scopus 71
  • ???jsp.display-item.citation.isi??? 64
social impact