Beam-column behaviour of stainless steel I-section members
Identifikátory výsledku
Kód výsledku v 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>
Výsledek na webu
<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>
Alternativní jazyky
Jazyk výsledku
angličtina
Název v původním jazyce
Beam-column behaviour of stainless steel I-section members
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 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.
Název v anglickém jazyce
Beam-column behaviour of stainless steel I-section members
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 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.
Klasifikace
Druh
D - Stať ve sborníku
CEP obor
—
OECD FORD obor
20102 - Construction engineering, Municipal and structural engineering
Návaznosti výsledku
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)
Ostatní
Rok uplatnění
2022
Kód důvěrnosti údajů
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Údaje specifické pro druh výsledku
Název statě ve sborníku
IABSE Symposium Prague, 2022: Challenges for Existing and Oncoming Structures - Report
ISBN
978-3-85748-183-3
ISSN
—
e-ISSN
—
Počet stran výsledku
8
Strana od-do
369-376
Název nakladatele
IABSE
Místo vydání
Zürich
Místo konání akce
Prague
Datum konání akce
25. 5. 2022
Typ akce podle státní příslušnosti
WRD - Celosvětová akce
Kód UT WoS článku
—