Detail publikace

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

BALÁZS, I. PEŠEK, O. VILD, M.

Originální název

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

Typ

článek v časopise - ostatní, Jost

Jazyk

angličtina

Originální abstrakt

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.

Klíčová slova

Column web; resistance; steel; transverse compression

Autoři

BALÁZS, I.; PEŠEK, O.; VILD, M.

Vydáno

25. 7. 2022

Nakladatel

VŠB - Technická univerzita Ostrava

Místo

Ostrava

ISSN

1804-4824

Periodikum

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

Ročník

22

Číslo

1

Stát

Česká republika

Strany od

1

Strany do

6

Strany počet

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"
}