Local stability and fatigue failure of thin-walled steel members

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F75081431%3A_____%2F14%3A00000486" target="_blank" >RIV/75081431:_____/14:00000486 - isvavai.cz</a>
Result on the web
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DOI - Digital Object Identifier
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Result language
angličtina
Original language name
Local stability and fatigue failure of thin-walled steel members
Original language description
The thin webs of steel members are laterally buckling under static loading and laterally vibrating under repeated dynamic loading. The consequence of that can be arising and successive development of fatigue cracks along the welded connections of the thin webs with flanges and stiffeners. Therefore, the fatigue strength and life-time of thin-walled steel members depend beside of usual material-technological and structural influences also on local stability aspects. The extensive experimental-theoreticalinvestigation of thin-walled hybrid steel plate girders and columns with accent on their fatigue failure mechanisms and local stability aspects is presented within the paper. The outcome of obtained knowledge and results is the original empirical formula for the limitation of web slenderness that can be used for the reliable and economical design of steel members which are subjected under repeated dynamic loading.
Czech name
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Czech description
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Publication year
2014
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Article name in the collection
International multidisciplinary Scientific geoconferences, 14th GeoConference on Nano, bio and green ? Technologies for a sustainable future
ISBN
9786197105216
ISSN
1314-2704
e-ISSN
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Number of pages
8
Pages from-to
227-234
Publisher name
International Multidisciplinary Scientific Geoconference
Place of publication
Sofia (Bulharsko)
Event location
Albena
Event date
Jun 17, 2014
Type of event by nationality
WRD - Celosvětová akce
UT code for WoS article
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