Fracture and Structural Integrity e-ISSN 1971-8993 Open access
Miscellanea Vol. 8, No. 29 (2014)

Damage modelling in concrete subject to sulfate attack

Author and affiliation details
DOI
10.3221/IGF-ESIS.29.19
Pages
pages 222-229
Published
Published inVol. 8, No. 29 (2014)Go to the issue

Abstract

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.

Keywords

Article history

  1. ReceivedUntil the next stage: 0 days
  2. AcceptedUntil the next stage: 0 days
  3. Published

How to cite

APA

Cefis, N., & Comi, C. (2014). Damage modelling in concrete subject to sulfate attack. Fracture and Structural Integrity, 8(29), pages 222–229. https://doi.org/10.3221/IGF-ESIS.29.19

IEEE

N. Cefis and C. Comi, “Damage modelling in concrete subject to sulfate attack,” Fracture and Structural Integrity, vol. 8, no. 29, pp. pages 222–229, 2014, doi: 10.3221/IGF-ESIS.29.19.

MLA

Cefis, N., and C. Comi. “Damage modelling in concrete subject to sulfate attack.” Fracture and Structural Integrity, vol. 8, no. 29, 2014, pp. pages 222–229. https://doi.org/10.3221/IGF-ESIS.29.19.

Chicago

Cefis, N., and C. Comi. 2014. “Damage modelling in concrete subject to sulfate attack.” Fracture and Structural Integrity 8 (29): pages 222–229. https://doi.org/10.3221/IGF-ESIS.29.19.

Harvard

Cefis, N. and Comi, C. (2014) ‘Damage modelling in concrete subject to sulfate attack’, Fracture and Structural Integrity, 8(29), pp. pages 222–229. doi: 10.3221/IGF-ESIS.29.19.

Vancouver

Cefis N, Comi C. Damage modelling in concrete subject to sulfate attack. Fracture and Structural Integrity. 2014;8(29):pages 222-229. doi:10.3221/IGF-ESIS.29.19

BibTeX

@article{cefis2014, author = {Cefis, N. and Comi, C.}, title = {Damage modelling in concrete subject to sulfate attack}, journal = {Fracture and Structural Integrity}, year = {2014}, volume = {8}, number = {29}, pages = {pages 222--229}, doi = {10.3221/IGF-ESIS.29.19}, url = {https://doi.org/10.3221/IGF-ESIS.29.19}, issn = {1971-8993} }

RIS

TY - JOUR AU - Cefis, N. AU - Comi, C. TI - Damage modelling in concrete subject to sulfate attack JO - Fracture and Structural Integrity T2 - Fracture and Structural Integrity PY - 2014 DA - 2014/07/09 VL - 8 IS - 29 SP - pages 222 EP - 229 DO - 10.3221/IGF-ESIS.29.19 UR - https://doi.org/10.3221/IGF-ESIS.29.19 SN - 1971-8993 ER -

Licence

Copyright © 2014 Fracture and Structural Integrity.

Copyright 
Authors are allowed to retain both the copyright and the publishing rights of their articles without restrictions.  

Open Access Statement

Fracture and Structural Integrity (F&SI) is an open-access journal which means that all content is freely available without charge to the user or his/her institution. Users are allowed to read, download, copy, distribute, print, search, or link to the full texts of the articles in this journal without asking prior permission from the publisher or the author. This is in accordance with the DOAI definition of open access.

F&SI operates under the Creative Commons Licence Attribution 4.0 International (CC-BY 4.0). This allows to copy and redistribute the material in any medium or format, to remix, transform and build upon the material for any purpose, even commercially, but giving appropriate credit, providing a link to the license, and indicating if changes were made.

Similar articles

Most read articles by the same author(s)