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Beam-column behaviour of stainless steel I-section members

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F22%3A00359967" target="_blank" >RIV/68407700:21110/22:00359967 - isvavai.cz</a>

  • Result on the web

    <a href="https://doi.org/10.2749/prague.2022.0369" target="_blank" >https://doi.org/10.2749/prague.2022.0369</a>

  • DOI - Digital Object Identifier

    <a href="http://dx.doi.org/10.2749/prague.2022.0369" target="_blank" >10.2749/prague.2022.0369</a>

Alternative languages

  • Result language

    angličtina

  • Original language name

    Beam-column behaviour of stainless steel I-section members

  • Original language description

    Stainless steel beam-columns were experimentally and numerically investigated in this study. All members were subjected to compression and major axis bending induced by an eccentricity of the compressive load. The loading eccentricities for the tests varied to provide a wide range of bending moment-to-axial load ratios. The experimental program covers ordinary-welded and laser-welded I-section specimens made of stainless steel. Material tensile coupon tests and initial geometric imperfection measurements are also described in detail. Measurements of initial imperfections were performed using two different methods, using a mechanical dial and laser scanning. The test results were subsequently used for a validation of a finite element (FE) model, developed in ABAQUS software to replicate the beam-column behaviour. The accuracy of the models with the two combinations of local and global imperfections were evaluated by comparison with the test results.

  • 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

    2022

  • Confidentiality

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

Data specific for result type

  • Article name in the collection

    IABSE Symposium Prague, 2022: Challenges for Existing and Oncoming Structures - Report

  • ISBN

    978-3-85748-183-3

  • ISSN

  • e-ISSN

  • Number of pages

    8

  • Pages from-to

    369-376

  • Publisher name

    IABSE

  • Place of publication

    Zürich

  • Event location

    Prague

  • Event date

    May 25, 2022

  • Type of event by nationality

    WRD - Celosvětová akce

  • UT code for WoS article