Article ID Journal Published Year Pages File Type
5026840 Procedia Engineering 2017 8 Pages PDF
Abstract

The paper is focused on the numerical evaluation of transversally loaded beams of one symmetric and four asymmetric cross-section shapes susceptible to lateral torsional buckling. Several analytic methods used for evaluation of the beam bending resistance in design software were evaluated. Analytic methods and results are compared to each other and finite element models using shell and solid elements.

Related Topics
Physical Sciences and Engineering Engineering Engineering (General)
Authors
, , , , , ,