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 …

This paper concerns the development of a numerical procedure for studying steel–concrete
composite beams with regard to both the collapse analysis and long-term behavior at the …

High-performance concretes without steam curing have great potential to improve crack
resistance in the hogging-moment regions of continuous steel–concrete composite beams …

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

The combined effects of creep and shrinkage of concrete and relaxation of prestressing
tendons cause gradual changes in the internal forces and deflections of composite beams …

This paper presents an analytical model for the short-and long-term analysis of composite
steel-concrete beams with partial shear interaction and accounting for shear-lag effects. The …

The long-term behaviour of steel-concrete composite beam with assembled concrete bridge
decks should be different from that of composite beam with monolithic concrete bridge decks …

This paper develops a simplified method using a summation procedure and a related
computer program to calculate the time-dependent behavior of a concrete filled steel tubular …

Aspects about the numerical modeling of three-dimensional prestressed steel-concrete
composite beams by using the finite element (FE) method are highlighted and commented in …