Composite steel–concrete structures represent an efficient and economical form of
construction for building and bridge applications. This paper presents the current state of the …

Serviceability failures of concrete structures involving excessive cracking or deflection are
relatively common, even in structures that comply with code requirements. This is often as a …

A displacement-based finite element model for the analysis of steel and concrete composite
beams with flexible shear connection is presented in this paper. No approximations are …

Taking into account the long-term behavior of the concrete, a model for analyzing the shear-
lag effect in composite beams with flexible shear connection is proposed. By assuming the …

The principal aspects concerning long‐term behaviour of steel–concrete composite beams
are illustrated by analysing separately the effects of static and geometrical actions …

This paper presents the details of an experimental study carried out on two full-scale simply-
supported composite steel–concrete beams to investigate their long-term behaviour and …

This paper deals with the development of an analytical model to predict the long-term
behavior of composite girder bridges. The proposed model accounts for the effects of creep …

This paper presents an experimental study aimed at the evaluation of the long-term
behaviour of composite steel–concrete beams designed with partial shear connection …

This paper proposes a simplified time-dependent analysis for continuous steel-concrete
composite beams with flexible shear connection, subjected to static actions, settlements of …

The structural behaviour of steel–concrete composite beams depends on the interaction
between the steel beam and the concrete slab. Therefore, the connection largely influences …