Numerical analysis of anchorage between steel liner and prestressed nuclear containment wall

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F14%3A00218768" target="_blank" >RIV/68407700:21110/14:00218768 - isvavai.cz</a>
Result on the web
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DOI - Digital Object Identifier
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Result language
angličtina
Original language name
Numerical analysis of anchorage between steel liner and prestressed nuclear containment wall
Original language description
Containment of nuclear reactor is the last barrier protecting the environment from contamination in case of a serious accident. As building of at least two new units of nuclear power plants is planned in the Czech Republic in these days, new design methods should be investigated during preparation phase. The research presented in this paper is focused on detailed study of the behaviour of anchorage between steel liner and prestressed concrete wall of the containment. First numerical models were preparedin ATENA program. A segment of containment wall was loaded by a combination of prestressing, creep, shrinkage, LOCA pressure and LOCA temperature and analysed. The results show that for the layout studied, a risk of liner failure exists.
Czech name
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Czech description
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Project
<a href="/en/project/FR-TI3%2F531" target="_blank" >FR-TI3/531: Improving of durability of concrete structures exposed to extreme loading</a><br>
Continuities
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Publication year
2014
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Article name in the collection
The 10th fib International PhD Symposium in Civil Engineering 2014
ISBN
978-2-9806762-1-5
ISSN
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e-ISSN
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Number of pages
6
Pages from-to
529-534
Publisher name
Universite Laval
Place of publication
Quebec
Event location
Québec
Event date
Jul 21, 2014
Type of event by nationality
WRD - Celosvětová akce
UT code for WoS article
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