Damage modelling in concrete subject to sulfate attack
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...
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Format: | Article |
Language: | English |
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Gruppo Italiano Frattura
2014-07-01
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Series: | Fracture and Structural Integrity |
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Online Access: | http://www.gruppofrattura.it/pdf/rivista/numero29/numero_29_art_19.pdf |
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author | N. Cefis C. Comi |
author_facet | N. Cefis C. Comi |
author_sort | N. Cefis |
collection | DOAJ |
description | 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 consequent
ettringite formation, coupled to a mechanical model for the prediction of swelling and material degradation. In
this 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. |
format | Article |
id | doaj-art-08110ea9c4cd4abda662db08ce28f2bd |
institution | Kabale University |
issn | 1971-8993 1971-8993 |
language | English |
publishDate | 2014-07-01 |
publisher | Gruppo Italiano Frattura |
record_format | Article |
series | Fracture and Structural Integrity |
spelling | doaj-art-08110ea9c4cd4abda662db08ce28f2bd2025-02-03T10:39:10ZengGruppo Italiano FratturaFracture and Structural Integrity1971-89931971-89932014-07-0182922222910.3221/IGF-ESIS.29.19Damage modelling in concrete subject to sulfate attackN. Cefis0C. Comi1Politecnico di MilanoPolitecnico di MilanoIn 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 consequent ettringite formation, coupled to a mechanical model for the prediction of swelling and material degradation. In this 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.http://www.gruppofrattura.it/pdf/rivista/numero29/numero_29_art_19.pdfSulfate attack; Concrete; Damage; Finite Element Method; Porous Media. |
spellingShingle | N. Cefis C. Comi Damage modelling in concrete subject to sulfate attack Fracture and Structural Integrity Sulfate attack; Concrete; Damage; Finite Element Method; Porous Media. |
title | Damage modelling in concrete subject to sulfate attack |
title_full | Damage modelling in concrete subject to sulfate attack |
title_fullStr | Damage modelling in concrete subject to sulfate attack |
title_full_unstemmed | Damage modelling in concrete subject to sulfate attack |
title_short | Damage modelling in concrete subject to sulfate attack |
title_sort | damage modelling in concrete subject to sulfate attack |
topic | Sulfate attack; Concrete; Damage; Finite Element Method; Porous Media. |
url | http://www.gruppofrattura.it/pdf/rivista/numero29/numero_29_art_19.pdf |
work_keys_str_mv | AT ncefis damagemodellinginconcretesubjecttosulfateattack AT ccomi damagemodellinginconcretesubjecttosulfateattack |