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

FRAGIACOMO, Massimo
2002

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.
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Utilizza questo identificativo per citare o creare un link a questo documento: http://hdl.handle.net/11697/7267
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