Prestress Loss and their Determination in Compare with Full Scale Test of Precast Member

Kód výsledku v IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F12%3A00198530" target="_blank" >RIV/68407700:21110/12:00198530 - isvavai.cz</a>
Výsledek na webu
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DOI - Digital Object Identifier
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Jazyk výsledku
angličtina
Název v původním jazyce
Prestress Loss and their Determination in Compare with Full Scale Test of Precast Member
Popis výsledku v původním jazyce
Reliable design of prestressed concrete elements and structures has to be based on the accurate determination of prestressing force (including losses and their time development) to satisfy stress as well as deformation limits. This fact could affect a real structures in structure life much more than negligibly. After 50 years of precast concrete members used for Vienna metro is possible to compare real outputs from full scale test with theory for prestressing force determination include the new approaches for real 3D behaviour.
Název v anglickém jazyce
Prestress Loss and their Determination in Compare with Full Scale Test of Precast Member
Popis výsledku anglicky
Reliable design of prestressed concrete elements and structures has to be based on the accurate determination of prestressing force (including losses and their time development) to satisfy stress as well as deformation limits. This fact could affect a real structures in structure life much more than negligibly. After 50 years of precast concrete members used for Vienna metro is possible to compare real outputs from full scale test with theory for prestressing force determination include the new approaches for real 3D behaviour.

Rok uplatnění
2012
Kód důvěrnosti údajů
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

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