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Stainless steel SHS and RHS beam-columns

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F19%3A00333488" target="_blank" >RIV/68407700:21110/19:00333488 - isvavai.cz</a>

  • Result on the web

  • DOI - Digital Object Identifier

Alternative languages

  • Result language

    angličtina

  • Original language name

    Stainless steel SHS and RHS beam-columns

  • Original language description

    Presented research deals with stainless steel slender square hollow and rectangular hollow section (SHS and RHS) members loaded by combination of uniaxial bending moment and compressive axial force. Four tests of eccentrically loaded stainless steel pin-ended columns were conducted. Data obtained from the tests were used for the numerical model validation. A com-prehensive numerical parametric study was made using finite element software Abaqus employ-ing geometrically and materially non-linear analysis with imperfections (GMNIA). All three main stainless steel groups were considered in study, namely austenitic, ferritic and duplex. The inves-tigated variables were mainly cross-section slenderness, member slenderness and ratio between compressive force and bending moment. Only uniform bending moment along the member length was considered. Based on the numerical parametric study results a new design approach for stain-less steel SHS and RHS beam-columns has been derived. It is described and evaluated in this paper together with recently published design procedure developed by Zhao.

  • 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/GA17-24769S" target="_blank" >GA17-24769S: Nonlinear stability and strength of slender structures with nonlinear material properties.</a><br>

  • Continuities

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

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

    Proceedings of the International Colloquia on Stability and Ductility of Steel Structures (SDSS 2019)

  • ISBN

    9780367335038

  • ISSN

  • e-ISSN

  • Number of pages

    8

  • Pages from-to

    1334-1341

  • Publisher name

    CRC Press/Balkema

  • Place of publication

    Leiden

  • Event location

    Praha

  • Event date

    Sep 11, 2019

  • Type of event by nationality

    WRD - Celosvětová akce

  • UT code for WoS article