In this research, a buckling numerical analysis of stiffened and unstiffened cylindrical shells is presented; in the first part of this work, the numerical FE code has been validated by comparing the numerical results with an experimental campaign carried out at the Department of Naval Architecture of the University of Genova. In the second part, the buckling occurrence of stiffened cylindrical shells representing a real submarine vehicle has been analysed in order to verify which is the limit state design of these type of unit.

Buckling Numerical Analysis of Stiffened Cylindrical Structures

Gianmarco Vergassola;Dario Boote;
2019-01-01

Abstract

In this research, a buckling numerical analysis of stiffened and unstiffened cylindrical shells is presented; in the first part of this work, the numerical FE code has been validated by comparing the numerical results with an experimental campaign carried out at the Department of Naval Architecture of the University of Genova. In the second part, the buckling occurrence of stiffened cylindrical shells representing a real submarine vehicle has been analysed in order to verify which is the limit state design of these type of unit.
2019
978-1-880653-85-2
File in questo prodotto:
File Dimensione Formato  
19TPC-0133Vergassola.pdf

accesso chiuso

Tipologia: Documento in versione editoriale
Dimensione 665.28 kB
Formato Adobe PDF
665.28 kB Adobe PDF   Visualizza/Apri   Richiedi una copia

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/11567/974831
Citazioni
  • ???jsp.display-item.citation.pmc??? ND
  • Scopus 4
  • ???jsp.display-item.citation.isi??? ND
social impact