Damage modelling in concrete subject to sulfate attack
Author(s) -
Nicola Cefis,
Claudia Comi
Publication year - 2014
Publication title -
frattura ed integrità strutturale
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 0.368
H-Index - 19
ISSN - 1971-8993
DOI - 10.3221/igf-esis.29.19
Subject(s) - ettringite , durability , sulfate , diffusion , materials science , swelling , computation , degradation (telecommunications) , work (physics) , composite material , structural engineering , forensic engineering , computer science , engineering , mechanical engineering , thermodynamics , metallurgy , physics , telecommunications , portland cement , algorithm , cement
In this paper, we consider the mechanical effect of the sulfate attack on concrete. The durability analysis of concrete structures in contact to external sulfate solutions requires the definition of a proper diffusion-reaction model, for the computation of the varying sulfate concentration and of the consequentettringite formation, coupled to a mechanical model for the prediction of swelling and material degradation. Inthis work, we make use of a two-ions formulation of the reactive-diffusion problem and we propose a bi-phase chemo-elastic damage model aimed to simulate the mechanical response of concrete and apt to be used in structural analyses
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