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 …

The present study investigated the effects of shear slip on the deformation of steel–concrete
composite beams. The equivalent rigidity of composite beams considering three different …

Inhomogeneous in-plane deformation of soft materials or cutting and folding of inextensible
flat sheets enables shape-morphing from two dimensional (2D) to three-dimensional (3D) …

A beam finite element model considering the slip, shear lag, and time-dependent effects of
steel–concrete composite box beams have been proposed in this study. The element is …

This paper presents an analytical model for the analysis of steel–concrete composite beams
with partial shear interaction including the shear deformability of the steel component. This …

This paper investigates the design criteria for predicting the effective width in high strength
steel (HSS)-to-Ultra-high performance concrete (UHPC) composite beams with perfobond …

This present paper aims to analyze numerically, through the Abaqus® software, the
influence of the interaction degree (partial or total) on the effective width of steel-concrete …

Industry interest in mass timber hybrid construction is driving research into new connections,
lateral load-resistance systems, seismic design, and fire safety design for low-carbon …

Shear lag effect and torsional and distortional warping can significantly affect the
performance of thin-walled curved box girders used in modern bridge engineering. The …

The paper deals with the evaluation of effective width for elastic and plastic analysis of steel–
concrete composite beams. The study is performed through experimental tests performed at …