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...
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: | |
Online Access: | https://scindeks-clanci.ceon.rs/data/pdf/2217-8139/2018/2217-81391802003M.pdf |
Similar Items
-
Numerical Investigations of Notched C-Profile Compressed Members with Initial Imperfections
by: T. V. Nazmeeva, et al.
Published: (2016-08-01) -
Optimal Design of Smooth Shells both With and Without Taking into Account Initial Imperfections
by: Heorhii V. Filatov
Published: (2020-03-01) -
Analysis of the resistance of thin-walled cold-formed compressed steel members with closed cross-sections. Part 1
by: Mohamad Al Ali, et al.
Published: (2013-08-01) -
The Resistance Calculation of the Thin-Walled Cold-Formed Compressed Steel Members with Closed Cross-sections. Part 2
by: Mohamad Al Ali, et al.
Published: (2014-02-01) -
Theoretical and Experimental Stress-Strain Analysis of Compressed Steel Members with Closed Cross-Sections
by: Tomko Michal, et al.
Published: (2013-06-01)