The experimental natural frequencies and buckling loads of aluminium slightly non-symmetric thin-Walled beams under axial force are compared with numerical results. A universal machine compressed the specimens by providing their ends with a relative axial displacement; suitable end constraints for warping were manufactured; PZT pickups, which revealed to be reliable in this field, helped extracting the natural frequencies under various compressive forces. An in-house code provided the corresponding numerical results, accounting for the effects of non-symmetric cross-sections and warping. The comparison provides a good agreement between the two sets of results, showing that the predictions of the code are verified by experiments, thus opening the way to possible applications in inverse problems.

Natural frequencies and buckling of compressed non-symmetric thin-walled beams / Piana, Gianfranco; Lofrano, E.; MANUELLO BERTETTO, AMEDEO DOMENICO BERNARDO; Ruta, G.. - In: THIN-WALLED STRUCTURES. - ISSN 0263-8231. - STAMPA. - 111:(2017), pp. 189-196. [10.1016/j.tws.2016.11.021]

Natural frequencies and buckling of compressed non-symmetric thin-walled beams

PIANA, GIANFRANCO;MANUELLO BERTETTO, AMEDEO DOMENICO BERNARDO;
2017

Abstract

The experimental natural frequencies and buckling loads of aluminium slightly non-symmetric thin-Walled beams under axial force are compared with numerical results. A universal machine compressed the specimens by providing their ends with a relative axial displacement; suitable end constraints for warping were manufactured; PZT pickups, which revealed to be reliable in this field, helped extracting the natural frequencies under various compressive forces. An in-house code provided the corresponding numerical results, accounting for the effects of non-symmetric cross-sections and warping. The comparison provides a good agreement between the two sets of results, showing that the predictions of the code are verified by experiments, thus opening the way to possible applications in inverse problems.
File in questo prodotto:
File Dimensione Formato  
1-s2.0-S0263823116303822-main.pdf

non disponibili

Descrizione: Articolo completo
Tipologia: 2a Post-print versione editoriale / Version of Record
Licenza: Non Pubblico - Accesso privato/ristretto
Dimensione 889.97 kB
Formato Adobe PDF
889.97 kB Adobe PDF   Visualizza/Apri   Richiedi una copia
Pubblicazioni consigliate

I documenti in IRIS sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione.

Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11583/2667386
 Attenzione

Attenzione! I dati visualizzati non sono stati sottoposti a validazione da parte dell'ateneo