Experimental study of welded austenitic stainless steel I-section beam-columns

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F21%3A00351510" target="_blank" >RIV/68407700:21110/21:00351510 - isvavai.cz</a>

Výsledek na webu

<a href="https://doi.org/10.1002/cepa.1547" target="_blank" >https://doi.org/10.1002/cepa.1547</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.1002/cepa.1547" target="_blank" >10.1002/cepa.1547</a>

Jazyk výsledku

angličtina

Název v původním jazyce

Experimental study of welded austenitic stainless steel I-section beam-columns

Popis výsledku v původním jazyce

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 10 welded I-section specimens made of austenitic stainless steel grade EN 1.4301 (AISI 304L). 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.

Název v anglickém jazyce

Experimental study of welded austenitic stainless steel I-section beam-columns

Popis výsledku anglicky

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 10 welded I-section specimens made of austenitic stainless steel grade EN 1.4301 (AISI 304L). 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.

Druh

D - Stať ve sborníku

CEP obor

—

OECD FORD obor

20101 - Civil engineering

Projekt

<a href="/cs/project/GA20-24563S" target="_blank" >GA20-24563S: Metody globální analýzy pro štíhlé konstrukce z korozivzdorných ocelí a dalších ocelí s nelineárním pracovním diagramem</a><br>

Návaznosti

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

Rok uplatnění

2021

Kód důvěrnosti údajů

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

Název statě ve sborníku

EUROSTEEL 2021 Sheffield — Steel's coming home

ISBN

—

ISSN

2509-7075

e-ISSN

2509-7075

Počet stran výsledku

7

Strana od-do

2255-2261

Název nakladatele

Ernst & Sohn

Místo vydání

Berlin

Místo konání akce

Sheffield

Datum konání akce

1. 9. 2021

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

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