In this study, wood-epoxy polymer composites (WEPC) with excellent mechanical properties
were prepared by adjusting the stress–strain system under mechanical load after …

The authors focused on buckling resistance assessment of steel-I-section perfect beam-
columns of the cross-section class 1 and 2, not susceptible to LT-buckling and subjected to …

Abstract The Ayrton-Perry (or Perry-Robertson) formula based stability resistance model
(APF) is very popular in steel structural design standards. Although the original version of …

Abstract Evaluation of the lateral-torsional buckling resistance of bisymmetrical I-section
beams using finite element method was widely discussed in the paper. Numerous FEM …

Insights and Innovations in Structural Engineering, Mechanics and Computation comprises
360 papers that were presented at the Sixth International Conference on Structural …

Welding is the most important joining technique and offers the advantage of customizable
plate thicknesses. On the other hand, welding causes residual stresses and deformations …

This paper deals with a consistent application of the Ayrton-Perry formulation for the in-plane
behavior resulting from flexural buckling and one directional bending of I or H section …

Przedstawiono metody symulacji statecznościowego zachowania się zginanych elementów
konstrukcji stalowych z wykorzystaniem modelowania skończenieelementowego …

Present approach to design of steel I-section beam-columns distinguish two design
situations of elements subjected to two directional bending about their principal major axis …

In this paper, a unified verification method of both the design cross-section resistance and
the overall stability of steel structural members not susceptible to lateral-torsional buckling is …