Push out test of the alternative shear connector for composite bidge decks

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F12%3A00195609" target="_blank" >RIV/68407700:21110/12:00195609 - isvavai.cz</a>
Result on the web
—
DOI - Digital Object Identifier
—

Result language
angličtina
Original language name
Push out test of the alternative shear connector for composite bidge decks
Original language description
The research is concerned with the composite plate used as a bridge deck. It is focused on shear connectors as members which are transferring the shear forces arising on the steel-concrete interface. The appropriate shear connection is commonly ensured by welded headed studs or due to perforated shear connectors welded on the top of the steel plate in some places. This work tries to find an alternative shear connector which would be able to be used instead of studs. The idea is based on utilization of the welded modified common concrete squared reinforcement mesh which is welded in some places to the steel plate. The reinforcement mesh is suitable curved before welding. This article describes preparations for push out experiments of the alternative shear connector.
Czech name
—
Czech description
—

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

Similar results(10)