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 …

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 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 …

In this first part of the paper, the viscoelastic analysis of composite steel-concrete continuous
beams with flexible shear connectors is performed. The method proposed evaluates the …

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

In order to study the long-term behavior of the steel-concrete composite girder bridge with
old and new concrete, the temperature and strain data of a simply supported steel-concrete …

The viscoelastic analysis of composite steel-concrete continuous beams, with prestressed
slab and flexible shear connectors, is presented. Two prestressing systems, involving the …

This paper is concerned with the time-dependent analysis of steel–concrete composite
beams under service conditions. The new proposed beam model accounts for the slip at the …