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Structural performance of stainless steel sections fabricated by laser-welding, hot-rolling and extrusion

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F23%3A00367282" target="_blank" >RIV/68407700:21110/23:00367282 - isvavai.cz</a>

  • Result on the web

    <a href="https://doi.org/10.1016/j.jcsr.2023.108109" target="_blank" >https://doi.org/10.1016/j.jcsr.2023.108109</a>

  • DOI - Digital Object Identifier

    <a href="http://dx.doi.org/10.1016/j.jcsr.2023.108109" target="_blank" >10.1016/j.jcsr.2023.108109</a>

Alternative languages

  • Result language

    angličtina

  • Original language name

    Structural performance of stainless steel sections fabricated by laser-welding, hot-rolling and extrusion

  • Original language description

    This paper presents an experimental investigation on the structural performance of austenitic stainless steel columns with open sections fabricated by laser-welding, hot-rolling and extrusion. The aim of the experimental programme was to quantify and compare the effect that different fabrication techniques have on the structural behaviour of the columns. The investigated cross-sections were extruded and laser-welded I-sections with the American designation S5x10, and hot-rolled and laser-welded channel sections with the European designation UAP 120x60x6. All sections were fabricated from austenitic stainless steel grade 1.4307/1.4301 (dual certified). The experimental programme consisted of stub and long column tests, as well as measurements of all the parameters that were considered to have an impact on the structural behaviour of the sections, including: material properties, cross-sectional geometry, residual stresses and global geometric imperfections. The tests showed that although the residual stresses and geometric imperfections of the austenitic stainless steel laser-welded columns are similar to those of the extruded/hot-rolled columns, their structural performance was noticeably better than that of the extruded sections, and equivalent to that of the hot-rolled sections. The experimental data was also used to assess the adequacy of the European column curves for laser-welded and hot-rolled open sections susceptible to flexural buckling about the minor axis. It was found that while for laser-welded I-sections it may be possible to justify a higher buckling curve, more research is needed for channels.

  • Czech name

  • Czech description

Classification

  • Type

    J<sub>imp</sub> - Article in a specialist periodical, which is included in the Web of Science database

  • CEP classification

  • OECD FORD branch

    20102 - Construction engineering, Municipal and structural engineering

Result continuities

  • Project

  • Continuities

    I - Institucionalni podpora na dlouhodoby koncepcni rozvoj vyzkumne organizace

Others

  • Publication year

    2023

  • Confidentiality

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

Data specific for result type

  • Name of the periodical

    Journal of Constructional Steel Research

  • ISSN

    0143-974X

  • e-ISSN

    1873-5983

  • Volume of the periodical

    211

  • Issue of the periodical within the volume

    12

  • Country of publishing house

    GB - UNITED KINGDOM

  • Number of pages

    16

  • Pages from-to

  • UT code for WoS article

    001049265200001

  • EID of the result in the Scopus database

    2-s2.0-85165960947