Residual stresses have major influence on the stability of steel members. It is well-known
that, due to the differences in manufacturing procedures, the residual stresses for welded …

Abstract EN 1993-1-1 gives stability design rules for columns, beams and beam–columns up
to S460, whereas EN 1993-1-12 gives additional guidance for S500 up to S700. Recent …

High strength steels (HSS) are becoming more common in engineering practice due to their
improved qualities. They are standardized by the specific parts of product standard …

Selected, extended paper from the SDSS 2019 special session ECCS/TC8–Structural
Stability The cross‐sectional strength of square (SHS) and rectangular (RHS) hollow …

Single angle members are widely used in transmission line towers due to light weight and
easy installation. However, angle members may experience complex behaviors such as …

In the framework of the revision of Eurocode 3, Part 1–1, several amendments have been
proposed and accepted in order to improve the rules for the resistance to member buckling …

This work presents an extensive advanced numerical study calibrated with recent
experimental results available in the literature on the buckling behavior of hot-rolled steel …

A novel analytical model is proposed for establishing design criteria based on the
decomposition of the in-plane deformation and out-of-plane stability states. First part of this …

In the framework of the revision of Eurocode 3 Part 1‐1, several amendments have been
proposed and accepted in order to improve the rules for the resistance to member buckling …

The lateral-torsional resistance of prismatic double-symmetric I-section beams is accurately
predicted using a mechanically consistent Ayrton-Perry approach, combined with a …