Analysis and idealization of actual behaviour of header plate connections

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F11%3APU97183" target="_blank" >RIV/00216305:26110/11:PU97183 - 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
Analysis and idealization of actual behaviour of header plate connections
Original language description
The paper deals with problems of an actual behaviour of header plate connections in steel building frames. A traditional model of the joint under examination represents a nominally pinned joint. Such a model is regarded by the author as not quite accurate. That is why he examines the necessity of a general conception of idealization of strain mechanism of this joint type. In order to describe generally the joint behaviour in the loading process, he uses characteristics applied in the theory of semi-rigid connections, i.e. M?f relationship, where M is bending moment and f is rotation; besides that he defines another deformation component, so-called connection unfolding c, and analogically introduces M?c relationship.
Czech name
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Czech description
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Project
<a href="/en/project/GP103%2F09%2FP417" target="_blank" >GP103/09/P417: Theoretical and experimental analysis of actual behaviour of end plate connections</a><br>
Continuities
Z - Vyzkumny zamer (s odkazem do CEZ)

Publication year
2011
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Article name in the collection
Proceedings of the 12th International Conference on Metal Structures ?Progress in Steel and Composite Structures?
ISBN
978-83-7125-202-0
ISSN
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e-ISSN
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Number of pages
7
Pages from-to
606-612
Publisher name
DWE
Place of publication
Wrocław
Event location
Vratislav (Wrocław)
Event date
Jan 1, 2011
Type of event by nationality
WRD - Celosvětová akce
UT code for WoS article
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