Prestress Loss Due to Creep and Shrinkage in Singular Regions of Concrete Members

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F11%3A00184527" target="_blank" >RIV/68407700:21110/11:00184527 - isvavai.cz</a>
Alternative codes found
RIV/68407700:21110/11:00182953
Result on the web
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DOI - Digital Object Identifier
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Result language
angličtina
Original language name
Prestress Loss Due to Creep and Shrinkage in Singular Regions of Concrete Members
Original language description
Reliable design of prestressed concrete elements and structures must be based on the accurate determination of prestressing force (including losses and their time development) to satisfy stress as well as deformation limits. Commonly used obsolete computational routines and methods neglect or incorrectly describe real effects and the results obtained by analysis based on these methods are thus necessarily wrong - great differences from results obtained by measurements on real structures have been found.The paper is directed to long term prestressing losses due to creep, shrinkage and cross section warping.
Czech name
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Czech description
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Project
Result was created during the realization of more than one project. More information in the Projects tab.
Continuities
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)<br>S - Specificky vyzkum na vysokych skolach

Publication year
2011
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Article name in the collection
Concrete engineering for excellence and efficiency
ISBN
978-80-87158-29-6
ISSN
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e-ISSN
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Number of pages
4
Pages from-to
751-754
Publisher name
Česká betonářská společnost ČSSI
Place of publication
Praha
Event location
Prague
Event date
Jun 8, 2011
Type of event by nationality
EUR - Evropská akce
UT code for WoS article
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