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

Antonelli, A.; Orlando, M.; Spinelli, P.

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.

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Utilizza questo identificativo per citare o creare un link a questo documento: http://hdl.handle.net/2158/10154

Titolo:	On Failure Behaviour of R.C. Structures Designed Using "Strut and Tie Models"
Autori interni:	ANTONELLI, ALBERTO ORLANDO, MAURIZIO SPINELLI, PAOLO
Autori:	A. ANTONELLI; M. ORLANDO; P. SPINELLI
Data di pubblicazione:	1999
Titolo del congresso:	FIRST INTERNATIONAL CONFERENCE ON ADVANCES IN STRUCTURAL ENGINEERING AND MECHANICS (ASEM¿99), 10-13 AGOSTO 1999, SEOUL, KOREA, EDITORS: CHANG-KOON CHOI, WILLIAM C. SCHNOBRICH
Luogo del congresso:	SEOUL
Data del congresso:	10-13 agosto
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

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