Problems Connected with the Application of Lamella Flanges in Steel Bridge Construction
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F14%3A00225872" target="_blank" >RIV/68407700:21110/14:00225872 - isvavai.cz</a>
Alternative codes found
RIV/68378297:_____/14:00434123
Result on the web
—
DOI - Digital Object Identifier
—
Alternative languages
Result language
angličtina
Original language name
Problems Connected with the Application of Lamella Flanges in Steel Bridge Construction
Original language description
Lamella flanges have lately grown very popular with the designers of steel bridges, because ? in their belief - they provide us with the possibility of avoiding very thick flange plates in steel bridge structures. This belief is based on the assumption that the lamellas are perfectly plane and, therefore, in perfect contact everywhere, so that the loading from one lamella is transmitted into the other via pure compression, and that the perfect interaction of both lamellas is materialized by means of boundary fillet welds connecting both of the two lamellas. This simple assumption is, however, far from reality: it is not in the means of steel fabricators, not even in the means of those which are very progressively equipped, to produce perfectly plane flange lamellas. Then both lamellas exhibit unavoidable initial curvatures, which in combination form a gap between the lamellas, and consequently the directly loaded lamella are pressed into this gap. As the loading acting on every bridge
Czech name
—
Czech description
—
Classification
Type
D - Article in proceedings
CEP classification
JM - Structural engineering
OECD FORD branch
—
Result continuities
Project
<a href="/en/project/TA03031099" target="_blank" >TA03031099: Transport infrastructure design optimization with respect to increased durability and operation safety</a><br>
Continuities
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)
Others
Publication year
2014
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 the 12th International Conference on New Trends in Statics and Dynamics of Buildings
ISBN
978-80-227-4259-7
ISSN
—
e-ISSN
—
Number of pages
6
Pages from-to
—
Publisher name
Slovenská technická univerzita v Bratislave
Place of publication
Bratislava
Event location
Bratislava
Event date
Oct 16, 2014
Type of event by nationality
WRD - Celosvětová akce
UT code for WoS article
—