Problem of Strain Mechanism ? Header Plate Connections

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F11%3APU97185" target="_blank" >RIV/00216305:26110/11:PU97185 - 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
Problem of Strain Mechanism ? 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 6th European Conference on Steel and Composite Structures ?Eurosteel 2011? held in Budapest
ISBN
978-92-9147-103-4
ISSN
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e-ISSN
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Number of pages
6
Pages from-to
525-530
Publisher name
ECCS
Place of publication
Brussels
Event location
Budapest
Event date
Aug 31, 2011
Type of event by nationality
EUR - Evropská akce
UT code for WoS article
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