Behavior of anchorage areas in the steel-concrete composite structure loaded by longitudinal shear forces

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F17%3A00305593" target="_blank" >RIV/68407700:21110/17:00305593 - isvavai.cz</a>
Result on the web
<a href="http://dx.doi.org/10.1016/j.proeng.2017.02.029" target="_blank" >http://dx.doi.org/10.1016/j.proeng.2017.02.029</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.1016/j.proeng.2017.02.029" target="_blank" >10.1016/j.proeng.2017.02.029</a>

Result language
angličtina
Original language name
Behavior of anchorage areas in the steel-concrete composite structure loaded by longitudinal shear forces
Original language description
The paper presents experimental study of load-deflection behavior of anchorage areas in the steel-concrete composite structure under extreme longitudinal shear load. Such a situation has to be considered for example in containments of nuclear power plants lined with steel plate on the inside. For the two studied arrangements of anchorage elements, no tears in the steel liner plate were observed. Failure occurred either in concrete or in the anchorage elements. Load-deflection diagrams applicable for further numerical analyses were obtained.
Czech name
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Czech description
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Project
<a href="/en/project/GA14-19561S" target="_blank" >GA14-19561S: Cementitious composites in severe environmental conditions</a><br>
Continuities
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Publication year
2017
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

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