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A refined model of concrete carbonation by coupling of multi-factors

A refined model of concrete carbonation by coupling of multi-factors
Auteur(s): , , , ,
Présenté pendant IABSE Congress: Challenges in Design and Construction of an Innovative and Sustainable Built Environment, Stockholm, Sweden, 21-23 September 2016, publié dans , pp. 1198-1206
DOI: 10.2749/stockholm.2016.1185
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Studies on carbonation of concrete play an important role in accurately predicting the service life. However, most research work on carbonation of concrete was carried out in qualitative ways and s...
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Détails bibliographiques

Auteur(s): (Southeast University, Nanjing, PR China)
(Southeast University, Nanjing, PR China)
(Southeast University, Nanjing, PR China)
(Southeast University, Nanjing, PR China)
(Luleå University of Technology, Luleå, Sweden)
Médium: papier de conférence
Langue(s): anglais
Conférence: IABSE Congress: Challenges in Design and Construction of an Innovative and Sustainable Built Environment, Stockholm, Sweden, 21-23 September 2016
Publié dans:
Page(s): 1198-1206 Nombre total de pages (du PDF): 9
Page(s): 1198-1206
Nombre total de pages (du PDF): 9
Année: 2016
DOI: 10.2749/stockholm.2016.1185
Abstrait:

Studies on carbonation of concrete play an important role in accurately predicting the service life. However, most research work on carbonation of concrete was carried out in qualitative ways and seldom in quantitative ways. In this paper, based on conservation of mass of C3S(s), C2S(s), CSH(s), CH(s), CH(aq), CO2(aq) and CO2(g) and one-dimensional diffusion and reaction equation, a refined mathematical model of concrete carbonation composed of a series of partial differential equations (PDEs) was built. Corresponding MATLAB codes were developed with calculus of differences to solve the mathematical model of concrete carbonation.

The results of the mathematical models in this paper agree very well with measurements, which show that this model can be used to accurately predict concrete carbonation as well as remaining service life of concrete bridges and other concrete structures.