^ Reinforced Concrete Bridge Deck Model Considering Delayed Exposure to Chlorides | Structurae
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Reinforced Concrete Bridge Deck Model Considering Delayed Exposure to Chlorides

Author(s):


Medium: journal article
Language(s): English
Published in: Periodica Polytechnica Civil Engineering
DOI: 10.3311/ppci.13780
Abstract:

The paper is focused on the model of the effect of delayed chloride exposure on the chloride induced corrosion initiation on ideal reinforced concrete bridge. The Finite Element-based numerical model is applied. The effect of concrete quality is expressed in the form of time dependent diffusion coefficient in order to evaluate the effect of concrete type as well as the effect of aging. The influence of extended chloride exposure on the corrosion initiation is introduced.

Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.3311/ppci.13780.
  • About this
    data sheet
  • Reference-ID
    10536462
  • Published on:
    01/01/2021
  • Last updated on:
    19/02/2021