Rotational Stiffness of Connections in a Historical Steel Railway Bridge
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F19%3A00328189" target="_blank" >RIV/68407700:21110/19:00328189 - isvavai.cz</a>
Result on the web
<a href="http://dx.doi.org/10.1007/978-3-319-99441-3_117" target="_blank" >http://dx.doi.org/10.1007/978-3-319-99441-3_117</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.1007/978-3-319-99441-3_117" target="_blank" >10.1007/978-3-319-99441-3_117</a>
Alternative languages
Result language
angličtina
Original language name
Rotational Stiffness of Connections in a Historical Steel Railway Bridge
Original language description
Traditionally, bridges were solved with steel trusses designed under certain assumptions such as the members being loaded only with axial forces. This assumption is only true if the connections allow the rotation between elements, which in reality is not the case. There are always certain forces transmitted depending on the stiffness of the connection. The following work is intended to determine the rotational stiffness in the connections of a historical steel railway bridge. Different configurations of connections are modeled using component based finite element method (CBFEM) to obtain the real value of the stiffness in the joints. As a result of this analysis, a linear correlation between the value of the rotational stiffness and the number of rivets in the connections is observed. Similarly, there is a linear correlation with the stiffness of the element that is connected in the joint. These results can help to provide an estimate of the rotational stiffness to be considered in a more realistic approach for the assessment of historical railway bridges.
Czech name
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Czech description
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Classification
Type
D - Article in proceedings
CEP classification
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OECD FORD branch
20102 - Construction engineering, Municipal and structural engineering
Result continuities
Project
<a href="/en/project/TE01020168" target="_blank" >TE01020168: Centre for Effective and Sustainable Transport Infrastructure (CESTI)</a><br>
Continuities
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)
Others
Publication year
2019
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Article name in the collection
Structural Analysis of Historical Constructions
ISBN
978-3-319-99440-6
ISSN
2211-0844
e-ISSN
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Number of pages
8
Pages from-to
1082-1089
Publisher name
Springer, Cham
Place of publication
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Event location
Cusco
Event date
Sep 11, 2018
Type of event by nationality
WRD - Celosvětová akce
UT code for WoS article
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