Lateral-torsional buckling of stainless steel beams with slender cross section
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F19%3A00333485" target="_blank" >RIV/68407700:21110/19:00333485 - isvavai.cz</a>
Result on the web
<a href="https://books.google.cz/books?id=nSysDwAAQBAJ&pg=PA1051&lpg=PA1051&dq=SDSS+2019+ŠORF&source=bl&ots=a8ZbG4okf4&sig=ACfU3U0O_Mysq1Yr7R3-5DOY1TZQ4RCM7Q&hl=cs&sa=X&ved=2ahUKEwjC3fOklenkAhXFYlAKHedeA2AQ6AEwDXoECAkQAQ#v=onepage&q=SDSS%202019%20ŠORF&f=false" target="_blank" >https://books.google.cz/books?id=nSysDwAAQBAJ&pg=PA1051&lpg=PA1051&dq=SDSS+2019+ŠORF&source=bl&ots=a8ZbG4okf4&sig=ACfU3U0O_Mysq1Yr7R3-5DOY1TZQ4RCM7Q&hl=cs&sa=X&ved=2ahUKEwjC3fOklenkAhXFYlAKHedeA2AQ6AEwDXoECAkQAQ#v=onepage&q=SDSS%202019%20ŠORF&f=false</a>
DOI - Digital Object Identifier
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Alternative languages
Result language
angličtina
Original language name
Lateral-torsional buckling of stainless steel beams with slender cross section
Original language description
The contribution shows experimental and numerical research of welded slender stainless steel I-section beams. Difference in behavior of stainless steel and common carbon steel members is generally known, but design of stainless steel members has been established mainly for hollow sections (CHS, SHS/RHS) as these are the typical stainless steel profiles. Currently, open sections are also being used in structures and the design rules for both local buckling of very slender sections as well as lateral torsional buckling reduction factors are based on very limited experimental and numerical research. For this reason new research covering these phenomena was started at the Czech Technical University in Prague. A numerical model was used for design of test arrangement, the geometrically and materially nonlinear analysis with imperfection was made in software Abaqus. The experimental program consisted of six stainless steel beam tests being used for a model validation. The tests employed two stainless steel materials (austenitic and ferritic steel), one section slenderness (Class 4 for web and flange) and three beam slenderness. A parametric study based on the validated numerical model will be used to compare existing design procedures and their possible refinement for Class 4 sections.
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/GA17-24769S" target="_blank" >GA17-24769S: Nonlinear stability and strength of slender structures with nonlinear material properties.</a><br>
Continuities
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)
Others
Publication year
2019
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Article name in the collection
Proceedings of the International Colloquia on Stability and Ductility of Steel Structures (SDSS 2019)
ISBN
9780367335038
ISSN
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e-ISSN
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Number of pages
8
Pages from-to
1051-1058
Publisher name
CRC Press/Balkema
Place of publication
Leiden
Event location
Praha
Event date
Sep 11, 2019
Type of event by nationality
WRD - Celosvětová akce
UT code for WoS article
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