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Shear resistance of prestressed girders: Probabilistic design

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F16%3APU128254" target="_blank" >RIV/00216305:26110/16:PU128254 - isvavai.cz</a>

  • Result on the web

    <a href="http://dx.doi.org/10.1007/978-3-319-47886-9_25" target="_blank" >http://dx.doi.org/10.1007/978-3-319-47886-9_25</a>

  • DOI - Digital Object Identifier

    <a href="http://dx.doi.org/10.1007/978-3-319-47886-9_25" target="_blank" >10.1007/978-3-319-47886-9_25</a>

Alternative languages

  • Result language

    angličtina

  • Original language name

    Shear resistance of prestressed girders: Probabilistic design

  • Original language description

    The paper describes a complex approach to probabilistic design of precast structural members made form advanced cementitious composites. First, a series of material, small scale component tests have been conducted in collaboration between two laboratories. Based on these tests identification of fracture-mechanical parameters (and their statistics) for two concrete mixtures used for the production of precast structural members was performed. Subsequently, studies have been performed on (a) full scale pre-stressed concrete roof elements (b) ten scaled laboratory tested elements. Mentioned experiments served as basis for deterministic nonlinear modelling of precast members and subsequent probabilistic evaluation of structural response variability. Final results may be utilized as thresholds for loading of produced structural elements and they aim to present probabilistic design as less conservative compared to classic partial safety factor based design and alternative ECOV method.

  • Czech name

  • Czech description

Classification

  • Type

    D - Article in proceedings

  • CEP classification

  • OECD FORD branch

    20102 - Construction engineering, Municipal and structural engineering

Result continuities

  • Project

    <a href="/en/project/GA13-03662S" target="_blank" >GA13-03662S: Fracture-mechanical parameters of quasibrittle materials in simulation of structural response (FRAPA)</a><br>

  • Continuities

    P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Others

  • Publication year

    2016

  • Confidentiality

    S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Data specific for result type

  • Article name in the collection

    14th International Probabilistic Workshop

  • ISBN

    978-3-319-47885-2

  • ISSN

  • e-ISSN

  • Number of pages

    10

  • Pages from-to

    365-375

  • Publisher name

    Springer

  • Place of publication

    Ghent, Belgium

  • Event location

    Ghent

  • Event date

    Dec 5, 2016

  • Type of event by nationality

    WRD - Celosvětová akce

  • UT code for WoS article