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Stainless Steel SHS and RHS Beam-column Design Proposal

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F21%3A00352271" target="_blank" >RIV/68407700:21110/21:00352271 - isvavai.cz</a>

  • Result on the web

    <a href="https://onlinelibrary.wiley.com/doi/10.1002/cepa.1458" target="_blank" >https://onlinelibrary.wiley.com/doi/10.1002/cepa.1458</a>

  • DOI - Digital Object Identifier

    <a href="http://dx.doi.org/10.1002/cepa.1458" target="_blank" >10.1002/cepa.1458</a>

Alternative languages

  • Result language

    angličtina

  • Original language name

    Stainless Steel SHS and RHS Beam-column Design Proposal

  • Original language description

    Presented research investigates behaviour of stainless steel square hollow section (SHS) and rectangular hollow section (RHS) members loaded by compressive force and uniaxial bending moment combination. Experimental program of 20 eccentrically loaded pin-ended compressed austenitic stainless steel member tests was carried out. Numerical model using geometrically and materially non-linear analysis with imperfections (GMNIA) was created in finite element software Abaqus. Validation of the numerical model was made based on the data obtained from the experimental program. The validated model was used for a comprehensive numerical parametric study which covered austenitic, ferritic and duplex stainless steel types. Furthermore, member slenderness, cross-section slenderness and ratio between compressive force and flexural buckling resistance were set as variables as well. Bending moment was considered uniform along the member length. Data obtained from the numerical parametric study were used for the comparison with the existing stainless steel SHS and RHS beam-column design procedures. Furthermore, new interaction formulae were proposed and evaluated by a reliability analysis.

  • 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/GA20-24563S" target="_blank" >GA20-24563S: Global analysis methods for slender structures of stainless steels and other steels with non-linear stress-strain diagram</a><br>

  • Continuities

    P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Others

  • Publication year

    2021

  • Confidentiality

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

Data specific for result type

  • Article name in the collection

    EUROSTEEL 2021 Sheffield — Steel's coming home

  • ISBN

  • ISSN

    2509-7075

  • e-ISSN

    2509-7075

  • Number of pages

    9

  • Pages from-to

    1575-1583

  • Publisher name

    Ernst & Sohn

  • Place of publication

    Berlin

  • Event location

    Sheffield

  • Event date

    Sep 1, 2021

  • Type of event by nationality

    WRD - Celosvětová akce

  • UT code for WoS article