Abstract Steel–Concrete Composite (SCC) structural systems are increasingly used in the
construction industry and becoming the subject of intensive research by the world's leading …

The ordinary differential equations and general solutions for the deflection and internal
actions and, especially, the pertaining consistent boundary conditions for partially composite …

The static, dynamic, and buckling behavior of partial interaction composite members is
investigated in this paper by taking into account for the influences of rotary inertia and shear …

A semi-analytical procedure is presented for predicting the complete flexural response of
partially interacting steel–concrete composite beams up to failure. The governing equation …

The study in this paper compares three different beam models and relevant finite elements
for the nonlinear analysis of composite members with partial interaction. These models are …

In framed buildings, the application of high strength (HS) steel in composite beams is not
only beneficial in reducing the self-weight of the structure, but the increased-strength …

This paper presents the theoretical development that defines the small displacement
behavior of foam insulated concrete sandwich panels. Composite theories presented by …

This paper presents the full closed-form solution of the governing equations describing the
behaviour of a shear-deformable two-layer beam with partial interaction. Timoshenko's …

In civil engineering, composite construction has become increasingly widespread due to the
improvement of mechanical properties it provides. Recently, research on the development of …

Predicting bridge deflection is crucial for identifying potential structural issues, as sustained
deviations from the expected range may indicate stiffness degradation. To address the …