Lateral-torsional buckling (LTB) is the primary failure mode for thin-walled steel members
where the cantilever beams experience nonuniform twisting and buckling about their weak …

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 …

Double corrugated profiles made of thin sheet metal are susceptible to loss of local stability
and their shapes exclude the possibility of applying design standards. Arch structures made …

Laterally and torsionally unrestrained steel I-section beams are susceptible to torsional
deformations between supports; therefore, according to Part 1-1 of Eurocode 3, they need to …

This paper attempts to verify the Eurocode's buckling resistance criteria in case of rolled I‐
and H‐sections in monoaxial bending about their major axis using finite element simulations …

Present Eurocode's approach to design of steel I‐section beams is based on the analytical
resistance evaluation yielding from the interaction resistance criteria established for beam …

Praca dotyczy modelowania konstytutywnego izotropowych materiałów Iepkosprężystych
zarówno w zakresie małych, jak i dużych deformacji. Omówienie zagadnień związanych z …

The article describes the impact of modeling the plasticity constitutive relationship on the
buckling of a short section of a perforated thin-walled steel bar with an open cross-section …

H-section beam-columns under compression and bending moment about their stronger
principal axis are generally sensitive to flexural-torsional buckling when insufficiently …

The critical moment analytical expressions used in engineering design are based on the thin-
walled beam model of warping torsion and the linear eigenvalue analysis (LEA) while the …