Prestress Loss and Uncertainty in Concrete Box Girder Creep
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F15%3A00233226" target="_blank" >RIV/68407700:21110/15:00233226 - isvavai.cz</a>
Result on the web
<a href="http://dx.doi.org/10.1061/9780784479346.083" target="_blank" >http://dx.doi.org/10.1061/9780784479346.083</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.1061/9780784479346.083" target="_blank" >10.1061/9780784479346.083</a>
Alternative languages
Result language
angličtina
Original language name
Prestress Loss and Uncertainty in Concrete Box Girder Creep
Original language description
The paper is directed to the cross section warping effect and to the warping induced long term prestress loss due to creep of concrete, which is analyzed deterministically and stochastically. The statistical variability of material creep parameters and environmental factors has a significant effect on the statistical scatter of the calculated prestress loss. In order to obtain the real development of concrete creep it is important to use a model with strong theoretical basis. Sophisticated model B4 provides very accurate concrete creep and shrinkage prediction. The statistical randomness of boundary and environmental conditions is solved by application of Monte Carlo – Latin hypercube sampling method. It is shown that the severity of cross section warping can be of fundamental importance, particularly in the case of unevenly distributed and isolated tendons in cross-section and in the case of short spans. Both the 3D effects and the statistical variability of creep must be taken into account if a reliable design of box girder bridges from the viewpoint of long-term serviceability should be achieved.
Czech name
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Czech description
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Classification
Type
D - Article in proceedings
CEP classification
JM - Structural engineering
OECD FORD branch
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Result continuities
Project
<a href="/en/project/TE01020168" target="_blank" >TE01020168: Centre for Effective and Sustainable Transport Infrastructure (CESTI)</a><br>
Continuities
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)
Others
Publication year
2015
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Article name in the collection
CONCREEP-10 Mechanics and Physics of Creep, Shrinkage, and Durability of Concrete and Concrete Structures
ISBN
978-0-7844-7934-6
ISSN
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e-ISSN
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Number of pages
10
Pages from-to
697-706
Publisher name
Vienna University Of Technology, Institute For Mechanics of Materials and Structures
Place of publication
Vienna
Event location
Vídeň
Event date
Sep 21, 2015
Type of event by nationality
WRD - Celosvětová akce
UT code for WoS article
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