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Simple design methodology for clinch joint of steel structures

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F61989100%3A27120%2F25%3A10259255" target="_blank" >RIV/61989100:27120/25:10259255 - isvavai.cz</a>

  • Result on the web

    <a href="https://www.sciencedirect.com/science/article/pii/S2452321625004974" target="_blank" >https://www.sciencedirect.com/science/article/pii/S2452321625004974</a>

  • DOI - Digital Object Identifier

    <a href="http://dx.doi.org/10.1016/j.prostr.2025.10.002" target="_blank" >10.1016/j.prostr.2025.10.002</a>

Alternative languages

  • Result language

    angličtina

  • Original language name

    Simple design methodology for clinch joint of steel structures

  • Original language description

    Clinching is a method of joining different metal parts by a process of local deformation without the use of any additional elements. It is very useful for thin-walled steel sections used for load-bearing structures, such as purlins. In this paper, a simplified method of clinch joint verification using an analytical approach is presented. The basic cross section of the clinch connection was considered at the level of identification of geometric and material properties. The assessment of the specimen subjected to shear and tension is presented separately. Example calculations with realistic parameters were prepared for both types. The results were compared with experiments from the research program. This procedure is conservative compared to the experimental results and the load capacity estimates obtained by this procedure are 45% and 26% lower, respectively, than those obtained experimentally. It was thus possible to obtain a sufficiently safe and fast estimate of the clinch joint capacity for engineering calculations.

  • 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

  • Continuities

    V - Vyzkumna aktivita podporovana z jinych verejnych zdroju

Others

  • Publication year

    2025

  • Confidentiality

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

Data specific for result type

  • Article name in the collection

    Procedia Structural Integrity. Volume 73

  • ISBN

  • ISSN

    2452-3216

  • e-ISSN

  • Number of pages

    5

  • Pages from-to

    9-13

  • Publisher name

    Elsevier

  • Place of publication

    Amsterdam

  • Event location

    Ostravice

  • Event date

    May 28, 2025

  • Type of event by nationality

    WRD - Celosvětová akce

  • UT code for WoS article