Degradation of Concrete Structures due to External Sulfate Attack

Article Preview

Abstract:

In this paper, we focus on the numerical simulation of degradation of concrete structures subject to External Sulfate Attack (ESA). A diffusion-reaction model is used to describe the diffusion of sulfates inside the material and the reaction with the reactive constituents of the cement paste (calcium aluminates). The mechanical analysis is based on a new bi-phase chemo-elastic model with chemical and mechanical damage. The results obtained with the proposed approach are compared with experimental data on a reduced scale tunnel lining structure subject to ESA.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

310-318

Citation:

Online since:

September 2016

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2016 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] M. Lei, L. Peng, C. Shi, S. Wang, Experimental study on the damage mechanism of tunnel structure suffering from sulfate attack, Tunneling and underground space technology 36 (2013) 5-13.

DOI: 10.1016/j.tust.2013.01.007

Google Scholar

[2] J. Marchand, I. Odler, J.P. Skalny, Sulfate attack on concrete CRC Press. (2003).

Google Scholar

[3] R. El-Hachem, E. Rozière, F. Grondin, A. Loukili, Multi-criteria analysis of the mechanism of degradation of Portland cement based mortars exposed to external sulphate attack, Cement and Concrete Research 42-10 (2012) 1327-1335.

DOI: 10.1016/j.cemconres.2012.06.005

Google Scholar

[4] M. Collepardi, A state-of-the-art review on delayed ettringite attack on concrete, Cement and Concrete Composites 25-4 (2003) 401-407.

DOI: 10.1016/s0958-9465(02)00080-x

Google Scholar

[5] R. Tixier, B. Modasher, Modeling of Damage in Cement-Based Materials Subjected to External Sulfate Attack, I: Formulation, ASCE J. Mater. Civ. Eng 15 (2003) 305-322.

DOI: 10.1061/(asce)0899-1561(2003)15:4(305)

Google Scholar

[6] A.E. Idiart, C.M. Lopez, I. Carol, Chemo-mechanical analysis of concrete cracking and degradation due to external sulfate attack: a meso-scale model, Cement & Concrete Composites 33 (2011) 411–423.

DOI: 10.1016/j.cemconcomp.2010.12.001

Google Scholar

[7] B. Bary, N. Leterrier, E. Deville, P. Le Bescop, Coupled chemo-transport-mechanical modelling and numerical simulation of external sulfate attack in mortar, Cem. Concrete Composites 49 (2014) 70–83.

DOI: 10.1016/j.cemconcomp.2013.12.010

Google Scholar

[8] N. Cefis, C. Comi, Damage modelling in concrete subject to sulfate attack, Fracture and Structural Integrity 29 (2014) 222-229.

DOI: 10.3221/igf-esis.29.19

Google Scholar

[9] O. Coussy, Poromechanics, John Wiley & Sons (2004).

Google Scholar

[10] K. Kendall, A. J. Howard, and J. D. Birchall, The relation between porosity, microstructure and strength, and the approach to cement-based materials, Philos. Trans. R. Soc. London, vol. A 310, 139–153, (1983).

DOI: 10.1098/rsta.1983.0073

Google Scholar

[11] R. Pignatelli, C. Comi, P.J. Monteiro, Poromechanics, A coupled mechanical and chemical damage model for concrete affected by alkali–silica reaction, Cement and Concrete Research 53 (2013) 196-210.

DOI: 10.1016/j.cemconres.2013.06.011

Google Scholar

[12] C. Comi, U. Perego, Fracture energy based bi-dissipative damage model for concrete, International Journal of Solids and Structures 38 (2001) 6427-6454.

DOI: 10.1016/s0020-7683(01)00066-x

Google Scholar

[13] N. Cefis Mechanical effects of sulfate attack on concrete: experimental characterization and modeling PhD thesis, Politecnico di Milano (2016).

Google Scholar