Residual stresses constitute an inevitable consequence of the most ordinary manufacturing
processes, leading to high and not easily foreseeable stress field within a component …

CFS members are more vulnerable to fire due to high section factor (fire-exposed area to the
heated volume). Hence, an extensive review of experimental and numerical studies …

An extensive numerical study is performed to investigate the lateral–torsional buckling of
steel beams with slender cross sections for the case of fire. The influence of local buckling is …

The lateral torsional buckling behaviour and design of steel beams in fire are investigated in
this paper. Finite element models able to replicate the lateral-torsional buckling (LTB) …

This paper proposes a new residual stress model for hot-rolled wide flange steel cross
sections. For this purpose, a dataset of 85 residual stress measurements is first assembled …

Steel beams when exposed to fire develop significant restraint forces and often behave as
beam–columns. The response of such restrained steel beams under fire depends on many …

Design equations for structural steel members at elevated (fire) temperatures are evaluated
through comparisons with nonlinear finite element simulations. The study includes …

This research deals with the structural behavior of cellular steel beams, focusing on the
lateral-torsional buckling limit state at room temperature and fire situation. First, a finite …

In this paper, the effect of non-uniform bending on the lateral torsional buckling (LTB) of steel
beams with slender cross-sections subjected to elevated temperatures is numerically …

Cold-formed steel beams are increasingly used as floor joists and bearers in buildings and
often their behaviour and moment capacities are influenced by lateral–torsional buckling …