Longitudinal Shear in Steel and Concrete Composite Bridge Trusses

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F11%3A00189752" target="_blank" >RIV/68407700:21110/11:00189752 - isvavai.cz</a>
Result on the web
<a href="http://portal.hamk.fi/portal/page/portal/HAMKJulkisetDokumentit/Yleisopalvelut/Julkaisupalvelut/Kirjat/tekniikka_liikenne/METNET_2011_e.pdf" target="_blank" >http://portal.hamk.fi/portal/page/portal/HAMKJulkisetDokumentit/Yleisopalvelut/Julkaisupalvelut/Kirjat/tekniikka_liikenne/METNET_2011_e.pdf</a>
DOI - Digital Object Identifier
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Result language
angličtina
Original language name
Longitudinal Shear in Steel and Concrete Composite Bridge Trusses
Original language description
Behaviour of shear connection between steel and concrete parts of two types of steel and concrete composite truss bridges from elastic phase up to plastic collapse is presented. The primary interest concerns the elastic and elastic-plastic distribution of the shear flow corresponding to design level of bridge loading. The non-linear distribution of the longitudinal shear required for design of shear connection of composite steel and concrete bridges (in both ultimate limit state including fatigue and serviceability limit state) significantly depends on rigidity of the shear connection and concentration of the shear connectors above truss nodes. The most important results from parametric studies are presented and recommendations for practical design suggested.
Czech name
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Czech description
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Type
J<sub>x</sub> - Unclassified - Peer-reviewed scientific article (Jimp, Jsc and Jost)
CEP classification
JM - Structural engineering
OECD FORD branch
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Publication year
2011
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

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