CLASS 4 SECTIONS AT ELEVATED TEMPERATURE
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F13%3A00207850" target="_blank" >RIV/68407700:21110/13:00207850 - isvavai.cz</a>
Alternative codes found
RIV/68407700:21110/13:00214991
Result on the web
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DOI - Digital Object Identifier
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Alternative languages
Result language
angličtina
Original language name
CLASS 4 SECTIONS AT ELEVATED TEMPERATURE
Original language description
The steel cross-sections behave stable or unstable. The behavior of slender cross sections of steel beams is influenced by local buckling. The buckling can be observed on beam web and/or flange and reduce the load bearing capacity of the beam. Design models adopted for daily design procedures are based on the so-called effective width approach. The design at fire situation is simplified which means that the same effective cross section as for cold design is used neglecting the changes of stiffness of steel. The research is focused on getting the knowledge of behaving of steel beams with welded Class 4 cross-sections exposed to high temperatures. This article describes the progress of the experiments.
Czech name
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Czech description
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Classification
Type
D - Article in proceedings
CEP classification
JM - Structural engineering
OECD FORD branch
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Result continuities
Project
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Continuities
S - Specificky vyzkum na vysokych skolach
Others
Publication year
2013
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 International Conference Applications of Structural Fire Engineering
ISBN
978-80-01-05204-4
ISSN
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e-ISSN
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Number of pages
6
Pages from-to
226-231
Publisher name
Česká technika - nakladatelství ČVUT, ČVUT v Praze
Place of publication
Praha
Event location
Prague
Event date
Apr 19, 2013
Type of event by nationality
CST - Celostátní akce
UT code for WoS article
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