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Modelling of reinforcement corrosion in concrete

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F10%3APU91707" target="_blank" >RIV/00216305:26110/10:PU91707 - isvavai.cz</a>

  • Result on the web

  • DOI - Digital Object Identifier

Alternative languages

  • Result language

    angličtina

  • Original language name

    Modelling of reinforcement corrosion in concrete

  • Original language description

    Corrosion of reinforcing steel in concrete is one of the most influencing factors causing the degradation of reinforced concrete structures, conducting to concrete cracking and spalling. The detrimental effect of corrosion is due to the fact that a rustproduct has a volume 2 - 6 times larger than the original steel. Consequently, the rust products exert an expansive stress on the surrounding concrete whose tensile strength is usually low. This paper attempts at the application of an analytical and numerical approaches to simulation of concrete cracking due to corrosion of reinforcement. At first, a combination with detailed analysis of two analytical models proposed by Liu & Weyers (1998) and Li et al. (2006) is suggested and presented. Four distinctphases of the corrosion process are identified and a detailed guide through the mathematical development is described. In the next, numerical computations obtained with nonlinear finite element code are presented. The model features the s

  • Czech name

  • Czech description

Classification

  • Type

    D - Article in proceedings

  • CEP classification

    JN - Civil engineering

  • OECD FORD branch

Result continuities

  • Project

    Result was created during the realization of more than one project. More information in the Projects tab.

  • Continuities

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

Others

  • Publication year

    2010

  • Confidentiality

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

Data specific for result type

  • Article name in the collection

    proc. 7th International Conference on Fracture Mechanics of Concrete and Concrete Structures (FRAMCOS 7)

  • ISBN

    978-89-5708-180-8

  • ISSN

  • e-ISSN

  • Number of pages

    7

  • Pages from-to

  • Publisher name

    Neuveden

  • Place of publication

    Korea

  • Event location

    JEJU

  • Event date

    Jun 7, 2010

  • Type of event by nationality

    WRD - Celosvětová akce

  • UT code for WoS article