This paper presents a novel model that, for the first time, simultaneously captures the effects
of variable cross-section and interlayer slip on the geometrically nonlinear response of …

A simplified static procedure is proposed for analysing and designing composite beams with
interlayer slip. The method is parallel to the Eurocode 5 method, but it is general in nature …

A finite-element formulation for geometrically exact multi-layer beams is proposed in the
present work. The interlayer slip and uplift are not considered. The number of layers is …

In this paper a kinematical model for planar composite beams including longitudinal partial
interaction as well as vertical uplift is developed within the nonlinear finite deformation …

Multilayered beams consist of an association of beams of different materials and cross-
sections, linked by deformable connections which allow for relative horizontal slip between …

A new finite element model based on a higher order beam theory is presented for the
analysis of composite beams. The proposed model takes into account the effect of partial …

A new locking-free strain-based finite element formulation for the numerical treatment of
linear static analysis of two-layer planar composite beams with interlayer slip is proposed. In …

This paper presents a beam theory for analyzing the dynamic bending response of slender
slightly curved composite beams whose layers are flexibly connected and therefore subject …

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 …

Dynamic response of composite beams with partial interaction is presented using a one-
dimensional finite-element model based on a higher-order beam theory. The proposed …