Limit load capacity of compressed beam with imperfections

This paper presents a theoretical investigation of elastic and inelastic buckling of thin-walled beam with initial imperfections. The main aim of this paper is to show that the fracture of beams varies from brittle to extremely ductile depending on the imperfections. Elastic solution for estimation...

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Bibliographic Details
Main Authors: Milašinović Dragan D., Živković Smilja
Format: Article
Language:English
Published: Society for Materials and Structures testing of Serbia 2018-01-01
Series:Građevinski Materijali i Konstrukcije
Subjects:
RDA
Online Access:https://scindeks-clanci.ceon.rs/data/pdf/2217-8139/2018/2217-81391802003M.pdf