An efficient one dimensional finite element model is developed for an accurate prediction of
the inelastic response of steel-concrete composite beams with partial shear interaction using …

A comprehensive finite element model based on a higher-order beam theory (HBT) is
developed for an accurate prediction of the response of steel–concrete composite beams …

Although prestressing is a technique usually linked to reinforced concrete structures,
composite steel-concrete beams may improve their mechanical behaviour through post …

The principal purpose of the paper is to present an efficient mathematical model for studying
the buckling behaviour of geometrically perfect, elastic Reissner's two-layer composite …

Multilayered beams are an association of beams of different materials and cross sections,
usually linked together by some mechanical connection. In some cases this connection …

This paper presents an efficient stochastic buckling model for studying the structural
reliability of layered composite columns with interlayer slip between the layers and random …

The present paper provides a dynamic, non-linear and fully coupled Finite Element (FE)
formulation based on the Timoshenko beam theory to study elasto-thermoelectric responses …

This thesis presents a generalized concentrated plasticity-based numerical formulation,
applicable in the analysis of steel, concrete and steel-concrete composite structures …

In this study, implicit small deformation kinematics for two-layer composite beams is
proposed by using Reddy's higher order beam theory (RHBT). A displacement-based …

Nonlinear material models are needed for the capacity analysis of structural components.
Often, 1D-beam element-based models are preferred over more sophisticated solid element …