Preliminary analysis on lateral-torsional buckling of stainless steel beams with slender cross sections
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F18%3A00323756" target="_blank" >RIV/68407700:21110/18:00323756 - isvavai.cz</a>
Result on the web
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DOI - Digital Object Identifier
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Alternative languages
Result language
angličtina
Original language name
Preliminary analysis on lateral-torsional buckling of stainless steel beams with slender cross sections
Original language description
Design of stainless steel members has been established mainly for hollow sections (CHS, SHS/RHS) as these are the typical stainless steel profiles. However, 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 curves are based on very limited experimental and numerical research. As far as the authors are aware, for the moment, experimental research is lacking for open sections subjected to local buckling and lateral-torsional buckling. Therefore, at the Czech Technical University in Prague, six stainless steel welded I sections were prepared for tests being used for a model validation. The tests use two stainless steel materials (austenitic and ferritic steel), one section slenderness (Class 4 web and flanges) and three beam slendernesses. The paper shows the details of the prepared tests. Besides a FE model in Abaqus software was prepared to design the tests, it was also used for a simple preliminary study showing the difference in behaviour of stainless steel beams subjected to global buckling.
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
2018
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Article name in the collection
International Conference on Thin-Walled Structures 2018
ISBN
978-989-20-8665-1
ISSN
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e-ISSN
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Number of pages
8
Pages from-to
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Publisher name
Instituto Superior Técnico, Technical University of Lisbon
Place of publication
Lisbon
Event location
Lisbon
Event date
Jul 24, 2018
Type of event by nationality
WRD - Celosvětová akce
UT code for WoS article
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