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Numerical approximation of time-dependent chloride diffusion model parameters via probabilistic Monte Carlo method

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F61989100%3A27120%2F20%3A10245975" target="_blank" >RIV/61989100:27120/20:10245975 - isvavai.cz</a>

  • Result on the web

    <a href="https://aip.scitation.org/doi/abs/10.1063/5.0026514" target="_blank" >https://aip.scitation.org/doi/abs/10.1063/5.0026514</a>

  • DOI - Digital Object Identifier

    <a href="http://dx.doi.org/10.1063/5.0026514" target="_blank" >10.1063/5.0026514</a>

Alternative languages

  • Result language

    angličtina

  • Original language name

    Numerical approximation of time-dependent chloride diffusion model parameters via probabilistic Monte Carlo method

  • Original language description

    Correct evaluation of laboratory test data is an integral part of input data preparation for numerical models. In the case of the chloride diffusion model, the most important parameter is the diffusion coefficient which can be obtained, for example, from the measured chloride profile. Measured concentrations need to be approximated by curve most appropriate to the values; which can be done for instance by least-square method. Most of the currently used approximation methods do not consider the time dependence of the diffusion coefficient; thus, the results of the numerical simulation of chloride ingress can be inaccurate. The presented approximation based on stochastic Monte Carlo method includes the effect of concrete maturation. The diffusion coefficient, aging factor and theoretical chloride concentration on the surface can be determined. The selected procedure is demonstrated on measured data from laboratory tests. (C) 2020 American Institute of Physics Inc.. All rights reserved.

  • 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/GA18-07949S" target="_blank" >GA18-07949S: Probabilistic Modeling of the Durability of Reinforced Concrete Structures Considering Synergic Effect of Carbonation, Chlorides and Mechanical Action</a><br>

  • Continuities

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

Others

  • Publication year

    2020

  • Confidentiality

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

Data specific for result type

  • Article name in the collection

    AIP Conference Proceedings. Volume 2293

  • ISBN

    978-0-7354-4025-8

  • ISSN

    0094-243X

  • e-ISSN

    1551-7616

  • Number of pages

    4

  • Pages from-to

  • Publisher name

    American Institute of Physics

  • Place of publication

    Melville

  • Event location

    Rhodos

  • Event date

    Sep 23, 2019

  • Type of event by nationality

    WRD - Celosvětová akce

  • UT code for WoS article