Stainless Steel SHS and RHS Beam-column Design Proposal
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F21%3A00352271" target="_blank" >RIV/68407700:21110/21:00352271 - isvavai.cz</a>
Result on the web
<a href="https://onlinelibrary.wiley.com/doi/10.1002/cepa.1458" target="_blank" >https://onlinelibrary.wiley.com/doi/10.1002/cepa.1458</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.1002/cepa.1458" target="_blank" >10.1002/cepa.1458</a>
Alternative languages
Result language
angličtina
Original language name
Stainless Steel SHS and RHS Beam-column Design Proposal
Original language description
Presented research investigates behaviour of stainless steel square hollow section (SHS) and rectangular hollow section (RHS) members loaded by compressive force and uniaxial bending moment combination. Experimental program of 20 eccentrically loaded pin-ended compressed austenitic stainless steel member tests was carried out. Numerical model using geometrically and materially non-linear analysis with imperfections (GMNIA) was created in finite element software Abaqus. Validation of the numerical model was made based on the data obtained from the experimental program. The validated model was used for a comprehensive numerical parametric study which covered austenitic, ferritic and duplex stainless steel types. Furthermore, member slenderness, cross-section slenderness and ratio between compressive force and flexural buckling resistance were set as variables as well. Bending moment was considered uniform along the member length. Data obtained from the numerical parametric study were used for the comparison with the existing stainless steel SHS and RHS beam-column design procedures. Furthermore, new interaction formulae were proposed and evaluated by a reliability analysis.
Czech name
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Czech description
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Classification
Type
D - Article in proceedings
CEP classification
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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
2021
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Article name in the collection
EUROSTEEL 2021 Sheffield — Steel's coming home
ISBN
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ISSN
2509-7075
e-ISSN
2509-7075
Number of pages
9
Pages from-to
1575-1583
Publisher name
Ernst & Sohn
Place of publication
Berlin
Event location
Sheffield
Event date
Sep 1, 2021
Type of event by nationality
WRD - Celosvětová akce
UT code for WoS article
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