Publication detail

Numerical Analysis of Influence of Axial Force on Resistance of Column Webs in Transverse Compression

BALÁZS, I. PEŠEK, O. VILD, M.

Original Title

Numerical Analysis of Influence of Axial Force on Resistance of Column Webs in Transverse Compression

Type

journal article - other

Language

English

Original Abstract

Steel members of double-symmetrical open cross-sections are often used in engineering structures and structures of buildings as columns and beams. Due to connections of the members, transverse compression of the cross-section webs can occur and is subject to structural assessment. The resistance of the column web is influenced by structural solution of the joint (welded, bolted, with end plates) and possible interaction with axial force in the column or shear. The paper focuses on numerical investigation and quantification of the influence of axial force in the column on behaviour and resistance of the column web in transverse compression. The analysis was performed using finite element method based computation system and included both rolled and welded cross-sections with various values of relative slenderness of the web. The results were compared with results of transverse compression resistance calculated using actual standard for design of steel structures.

Keywords

Column web; resistance; steel; transverse compression

Authors

BALÁZS, I.; PEŠEK, O.; VILD, M.

Released

25. 7. 2022

Publisher

VŠB - Technická univerzita Ostrava

Location

Ostrava

ISBN

1804-4824

Periodical

Transactions of the VŠB – Technical University of Ostrava, Civil Engineering Series

Year of study

22

Number

1

State

Czech Republic

Pages from

1

Pages to

6

Pages count

6

URL

http://tces.vsb.cz/Home/ArticleDetail/831

BibTex

@article{BUT178648,
  author="Ivan {Balázs} and Ondřej {Pešek} and Martin {Vild}",
  title="Numerical Analysis of Influence of Axial Force on Resistance of Column Webs in Transverse Compression",
  journal="Transactions of the VŠB – Technical University of Ostrava, Civil Engineering Series",
  year="2022",
  volume="22",
  number="1",
  pages="1--6",
  doi="10.35181/tces-2022-0001",
  issn="1804-4824",
  url="http://tces.vsb.cz/Home/ArticleDetail/831"
}