Post-buckled behaviour, its partial erosion and fatigue limit state in steel girders subjected to many times repeated loading

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68378297%3A_____%2F09%3A00331993" target="_blank" >RIV/68378297:_____/09:00331993 - 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
Post-buckled behaviour, its partial erosion and fatigue limit state in steel girders subjected to many times repeated loading
Original language description
Thin-walled construction as a powerful way to saving steel and the stability limitations involved are discussed. It is shown that this promising trend can be materialised just thanks to the beneficial effect of so-called post-buckled behaviour. As a great part of steel structures are subjected to repeated loading (bridges, crane-supporting girders and the like), it is demonstrated by the results of numerous experiments how the post-buckled reserve of strength is affected by the cumulative damage processgenerated by the many times repeated character of the loading, and its impact on design is shown.
Czech name
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Czech description
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Project
<a href="/en/project/GA103%2F09%2F0091" target="_blank" >GA103/09/0091: Stability and fatigue problems of steel and composite steel-concrete economic-fabrication bridge structures</a><br>
Continuities
Z - Vyzkumny zamer (s odkazem do CEZ)

Publication year
2009
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

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