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Austenitic Stainless Steel I-section Beam-column Tests and Numerical Modelling

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F22%3A00360025" target="_blank" >RIV/68407700:21110/22:00360025 - isvavai.cz</a>

  • Result on the web

    <a href="https://onlinelibrary.wiley.com/doi/epdf/10.1002/cepa.1789" target="_blank" >https://onlinelibrary.wiley.com/doi/epdf/10.1002/cepa.1789</a>

  • DOI - Digital Object Identifier

    <a href="http://dx.doi.org/10.1002/cepa.1789" target="_blank" >10.1002/cepa.1789</a>

Alternative languages

  • Result language

    angličtina

  • Original language name

    Austenitic Stainless Steel I-section Beam-column Tests and Numerical Modelling

  • Original language description

    Stainless steel became a relatively common material for load-bearing structures in corrosive environment or when maintenance is difficult. The existing design rules cover all common cases. However, for some, the experimental or numerical data are very limited. This includes studies on welded I-section beam-columns. This paper presents a comprehensive experimental and numerical investigation into the structural performance of welded I-section members loaded by compression and major axis bending moment. In total, eighteen test specimens were fabricated from grade EN 1.4301 austenitic stainless steel plates using two welding methods, namely conventional and laser welding. The experimental program on pin-ended long beam-columns is described in the paper. The loading eccentricities for the tests varied to provide a wide range of bending moment-to-axial load ratios. Nonlinear finite element models were developed in ABAQUS software and validated using the test results to simulate the beam-column behaviour accurately.

  • 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

    The International Colloquium on Stability and Ductility of Steel Structures (SDSS 2022)

  • ISBN

  • ISSN

    2509-7075

  • e-ISSN

    2509-7075

  • Number of pages

    8

  • Pages from-to

    547-554

  • Publisher name

    Ernst & Sohn

  • Place of publication

    Berlin

  • Event location

    Aveiro

  • Event date

    Sep 14, 2022

  • Type of event by nationality

    WRD - Celosvětová akce

  • UT code for WoS article