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Models for chloride ingress into concrete – from Collepardi to today

Author

Summary, in English

The first model to predict chloride ingress into concrete was presented by Collepardi in 1970, in Italian! That model was used for some 20 years for design of concrete structures before it was realized that the main parameter, the apparent chloride diffusion coefficient, is not a material property! Since then the Collepardi model has been significantly improved and developed into more or less sophisticated probabilistic models. Today we have numerous models for predicting chloride ingress but all of them have serious limitations that restrict the present use for long term predictions.

The paper describes the history of developing chloride ingress models. An overview is given of the fundamental differences between various models, from those based on Fick’s 2nd law and constant or time-dependent diffusion coefficients and surface chloride contents to those based on chloride transport equations with or without a multi-species approach.

The three main limitations are shown to be the lack of understanding the time-dependency of the apparent chloride diffusion coefficients, and the lack of good long-term data, the chloride content increase with time close to the exposed surface and the difficulties in quantifying the boundary conditions for sophisticated ingress models.

Publishing year

2009

Language

English

Pages

129-134

Publication/Series

International Journal of Modeling, Identification and Control

Volume

7

Issue

2

Document type

Journal article

Publisher

Inderscience Publishers

Topic

  • Materials Engineering

Keywords

  • chloride
  • ingress
  • models
  • flux
  • binding
  • interaction

Status

Published

ISBN/ISSN/Other

  • ISSN: 1746-6180