In the paper the failure behaviour of two typical R.C. structural elements – designed with STM models derived from elastic analyses – is analyzed using the nonlinear finite element technique. Obtained results show that “Strut and Tie Models”, derived from elastic stress fileds, enable to design structures with both a good serviceability behavior and a satisfactory safety degree at failure, avoiding complex nonlinear analyses.
On Failure Behaviour of R.C. Structures Designed Using "Strut and Tie Models" / A. ANTONELLI; M. ORLANDO; P. SPINELLI. - STAMPA. - 2:(1999), pp. 949-954. (Intervento presentato al convegno First International Conference on Advances in Structural Engineering and Mechanics (ASEM '99) tenutosi a SEOUL, KOREA nel 10-13 agosto 1999).
On Failure Behaviour of R.C. Structures Designed Using "Strut and Tie Models"
ANTONELLI, ALBERTO;ORLANDO, MAURIZIO;SPINELLI, PAOLO
1999
Abstract
In the paper the failure behaviour of two typical R.C. structural elements – designed with STM models derived from elastic analyses – is analyzed using the nonlinear finite element technique. Obtained results show that “Strut and Tie Models”, derived from elastic stress fileds, enable to design structures with both a good serviceability behavior and a satisfactory safety degree at failure, avoiding complex nonlinear analyses.
| File | Dimensione | Formato | |
|---|---|---|---|
|
1999 Asem99.pdf
Accesso chiuso
Descrizione: Articolo principale
Tipologia:
Versione finale referata (Postprint, Accepted manuscript)
Licenza:
Tutti i diritti riservati
Dimensione
185.25 kB
Formato
Adobe PDF
|
185.25 kB | Adobe PDF | Richiedi una copia |
I documenti in FLORE sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione.
