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Thermo-mechanical simulations of early-age concrete cracking with durability predictions

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F17%3A00334027" target="_blank" >RIV/68407700:21110/17:00334027 - isvavai.cz</a>

  • Result on the web

    <a href="http://dx.doi.org/10.1088/1757-899X/236/1/012052" target="_blank" >http://dx.doi.org/10.1088/1757-899X/236/1/012052</a>

  • DOI - Digital Object Identifier

    <a href="http://dx.doi.org/10.1088/1757-899X/236/1/012052" target="_blank" >10.1088/1757-899X/236/1/012052</a>

Alternative languages

  • Result language

    angličtina

  • Original language name

    Thermo-mechanical simulations of early-age concrete cracking with durability predictions

  • Original language description

    Concrete performance is strongly affected by mix design, thermal boundary conditions, its evolving mechanical properties, and internal/external restraints with consequences to possible cracking with impaired durability. Thermo-mechanical simulations are able to capture those relevant phenomena and boundary conditions for predicting temperature, strains, stresses or cracking in reinforced concrete structures. In this paper, we propose a weakly coupled thermo-mechanical model for early age concrete with an affinity-based hydration model for thermal part, taking into account concrete mix design, cement type and thermal boundary conditions. The mechanical part uses B3/B4 model for concrete creep and shrinkage with isotropic damage model for cracking, able to predict a crack width. All models have been implemented in an open-source OOFEM software package. Validations of thermo-mechanical simulations will be presented on several massive concrete structures, showing excellent temperature predictions. Likewise, strain validation demonstrates good predictions on a restrained reinforced concrete wall and concrete beam. Durability predictions stem from induction time of reinforcement corrosion, caused by carbonation and/or chloride ingress influenced by crack width. Reinforcement corrosion in concrete struts of a bridge will serve for validation.

  • Czech name

  • Czech description

Classification

  • Type

    D - Article in proceedings

  • CEP classification

  • OECD FORD branch

    20101 - Civil engineering

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

    2017

  • Confidentiality

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

Data specific for result type

  • Article name in the collection

    Building up Efficient and Sustainable Transport Infrastructure 2017 (BESTInfra2017)

  • ISBN

  • ISSN

    1757-8981

  • e-ISSN

    1757-899X

  • Number of pages

    7

  • Pages from-to

    1-7

  • Publisher name

    IOP Publishing Ltd

  • Place of publication

    Bristol

  • Event location

    Praha

  • Event date

    Sep 20, 2017

  • Type of event by nationality

    WRD - Celosvětová akce

  • UT code for WoS article

    000417428700052