New conception of the shear connector for composite bridge decks

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F12%3A00195575" target="_blank" >RIV/68407700:21110/12:00195575 - isvavai.cz</a>
Result on the web
<a href="http://www.sciencedirect.com/science/article/pii/S187770581202499X" target="_blank" >http://www.sciencedirect.com/science/article/pii/S187770581202499X</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.1016/j.proeng.2012.07.113" target="_blank" >10.1016/j.proeng.2012.07.113</a>

Result language
angličtina
Original language name
New conception of the shear connector for composite bridge decks
Original language description
The research deals with a composite steel and concrete slab used as a bridge deck. The main task is to ensure the suitable connection between two parts of composite plate - steel and concrete. Well known and widely spread are headed studs as the shear connectors. This work describes the behavior of the alternative shear connector especially the utilization of modified concrete reinforcement mesh. The concrete reinforcement mesh is suitable curved and welded on the top of the steel plate in some places and after that the mesh is embedded in concrete. The paper introduces the first phase of the investigation; the preparations for push out tests.
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
—

Publication year
2012
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

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