Detail publikačního výsledku

Experimental verification of shear connection of thin-walled steel built-up members

HORÁČEK, M.; MELCHER, J.; CEH, O.

Originální název

Experimental verification of shear connection of thin-walled steel built-up members

Anglický název

Experimental verification of shear connection of thin-walled steel built-up members

Druh

Stať ve sborníku v databázi WoS či Scopus

Originální abstrakt

The current trend in the design of steel structures leads, due to the saving of the material, to the frequent use of thin-walled cold formed steel sections. The majority of thin-walled steel profiles has a mono symmetrical cross-section, with the bending stiffness of the cross-section to the symmetry axis often higher than the bending stiffness to an axis per-pendicular to the axis of symmetry. By a suitable choice of the cross-sectional shapes and their shear connection (very often by means of bolted joints), the built-up thin-walled cross-sections can be created. These built-up sections are usually double symmetrical and their bending stiffnesses to the axes of symmetry are of same order. The subject of this article is an experimental investigation and evaluation of the shear connection of a pair of profiles with different number of fasteners and their arrangement.

Anglický abstrakt

The current trend in the design of steel structures leads, due to the saving of the material, to the frequent use of thin-walled cold formed steel sections. The majority of thin-walled steel profiles has a mono symmetrical cross-section, with the bending stiffness of the cross-section to the symmetry axis often higher than the bending stiffness to an axis per-pendicular to the axis of symmetry. By a suitable choice of the cross-sectional shapes and their shear connection (very often by means of bolted joints), the built-up thin-walled cross-sections can be created. These built-up sections are usually double symmetrical and their bending stiffnesses to the axes of symmetry are of same order. The subject of this article is an experimental investigation and evaluation of the shear connection of a pair of profiles with different number of fasteners and their arrangement.

Klíčová slova

beam, built-up cross-section, bending, shear connection, thin-walled profiles

Klíčová slova v angličtině

beam, built-up cross-section, bending, shear connection, thin-walled profiles

Autoři

HORÁČEK, M.; MELCHER, J.; CEH, O.

Rok RIV

2020

Vydáno

30.08.2019

Nakladatel

CRC Press/Balkema

Místo

Leiden, The Netherlands

ISBN

978-0-429-32024-8

Kniha

Stability and Ductility of Steel Structures 2019: Proceedings of the international colloquia on stability and ductility of steel structures, Prague, Czech Republic, September 11-13, 2019

Strany od

508

Strany do

514

Strany počet

7

BibTex

@inproceedings{BUT159002,
  author="Martin {Horáček} and Jindřich {Melcher} and Ondřej {Ceh}",
  title="Experimental verification of shear connection of thin-walled steel built-up members",
  booktitle="Stability and Ductility of Steel Structures 2019: Proceedings of the international colloquia on stability and ductility of steel structures, Prague, Czech Republic, September 11-13, 2019",
  year="2019",
  pages="508--514",
  publisher="CRC Press/Balkema",
  address="Leiden, The Netherlands",
  isbn="978-0-429-32024-8"
}