On Failure Behaviour of R.C. Structures Designed Using "Strut and Tie Models"

Antonelli, Alberto; Orlando, Maurizio; Spinelli, Paolo

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.

trova@unifi

Titolo:	On Failure Behaviour of R.C. Structures Designed Using "Strut and Tie Models"
Autori di Ateneo:	ANTONELLI, ALBERTO ORLANDO, MAURIZIO SPINELLI, PAOLO
Autori:	ANTONELLI, ALBERTO; ORLANDO, MAURIZIO; SPINELLI, PAOLO
Anno di registrazione:	1999
Titolo del libro:	Proceedings of the First International Conference on Advances in Structural Engineering and Mechanics (ASEM '99)
Titolo del congresso:	First International Conference on Advances in Structural Engineering and Mechanics (ASEM '99)
Luogo del congresso:	SEOUL, KOREA
Data del congresso:	10-13 agosto 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.
Handle:	http://hdl.handle.net/2158/10154
Appare nelle tipologie:	4a - Articolo in atti di congresso

File in questo prodotto:

File	Descrizione	Tipologia	Licenza
1999 Asem99.pdf	Articolo principale	Versione finale referata	DRM non definito	Administrator

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