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

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F19%3APU133512" target="_blank" >RIV/00216305:26110/19:PU133512 - isvavai.cz</a>

  • Result on the web

  • DOI - Digital Object Identifier

Alternative languages

  • Result language

    angličtina

  • Original language name

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

  • Original language description

    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.

  • Czech name

  • Czech description

Classification

  • Type

    D - Article in proceedings

  • CEP classification

  • OECD FORD branch

    20102 - Construction engineering, Municipal and structural engineering

Result continuities

  • Project

    <a href="/en/project/LO1408" target="_blank" >LO1408: AdMaS UP – Advanced Building Materials, Structures and Technologies</a><br>

  • Continuities

    P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)<br>S - Specificky vyzkum na vysokych skolach

Others

  • Publication year

    2019

  • Confidentiality

    S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Data specific for result type

  • Article name in the collection

    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

  • ISBN

    978-0-429-32024-8

  • ISSN

  • e-ISSN

  • Number of pages

    7

  • Pages from-to

    508-514

  • Publisher name

    CRC Press/Balkema

  • Place of publication

    Leiden, The Netherlands

  • Event location

    Praha

  • Event date

    Sep 11, 2019

  • Type of event by nationality

    WRD - Celosvětová akce

  • UT code for WoS article

    000542030200059