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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

  • Czech description

Classification

  • Type

    D - Article in proceedings

  • CEP classification

    JM - Structural engineering

  • OECD FORD branch

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

  • e-ISSN

  • 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