In this paper the problems connected to the effective width evaluation for serviceability and ultimate analysis of steel–concrete composite beams are analyzed. By a parametric study carried out through the Abaqus code it is pointed out how the actual codes do not provide, in general appropriate results, for elastic and ultimate limit state checks. The most important parameters that influence the effective width are analyzed. Some preliminary criteria for an adequate design are presented.
Effective width evaluation for steel-concrete composite beams / Amadio, C; Fragiacomo, Massimo. - In: JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH. - ISSN 0143-974X. - 58:3(2002), pp. 373-388. [10.1016/j.bbr.2011.03.031.]
Effective width evaluation for steel-concrete composite beams
FRAGIACOMO, Massimo
2002-01-01
Abstract
In this paper the problems connected to the effective width evaluation for serviceability and ultimate analysis of steel–concrete composite beams are analyzed. By a parametric study carried out through the Abaqus code it is pointed out how the actual codes do not provide, in general appropriate results, for elastic and ultimate limit state checks. The most important parameters that influence the effective width are analyzed. Some preliminary criteria for an adequate design are presented.I documenti in IRIS sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione.
