Prediction of the Carbonation Depth of Concrete with a Mortar Finish

Article Preview

Abstract:

It is well known that carbonation will result corrosion of steel reinforcement in reinforced concrete structures. To reduce the rate of carbonation, the surface coatings, such as mortar finish, has been used widely to concrete. This paper presents a numerical procedure about carbonation of the coating-concrete system. This numerical procedure starts with a multi-component hydration model. By hydration model which considers both and Portland cement and pozzolanic reaction, the amount of hydration products which are susceptible to carbonate as well as porosity is obtained as function of age. Furthermore, the diffusivity of CO2 is determined and carbonation depth of concrete is predicted. Parameter studies are performed to show the influence of composition and application time of mortar finish on carbonation depth of substrate concrete.

You might also be interested in these eBooks

Info:

Periodical:

Key Engineering Materials (Volumes 385-387)

Pages:

633-636

Citation:

Online since:

July 2008

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2008 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] A.M.G. Seneviratne, G. Sergi, C.L. Page, performance characteristic of surface coatings applied to concrete for control of reinforcement corrosion, construction and building materials, vol. 14, 2000, pp.55-59.

DOI: 10.1016/s0950-0618(00)00011-8

Google Scholar

[2] D.C. Park, carbonation of concrete in relation to CO2 permeability and degradation of coatings, construction and building materials, 2007, doi: 10. 1016/j. conbuildmat. 2007. 07. 032.

Google Scholar

[3] G. Batis, N. Kouloumbi,P. Pantazopoulou, corrosion protection of steel in pumice lightweight mortar by coatings, cement and concrete composites, vol. 27, 2005, pp.261-267.

DOI: 10.1016/j.cemconcomp.2004.02.015

Google Scholar

[4] Han Young Moon, Dong Gu Shin, Doo Sun Choi, evaluation of the durability of mortar and concrete applied with inorganic coating material and surface treatment system, Constr. Buil. Mat., vol. 27, 2007, pp.362-369.

DOI: 10.1016/j.conbuildmat.2005.08.012

Google Scholar

[5] Miguel Angel Sanjuan, Cesar del Olmo, carbonation resistance of one industrial mortar used as a concrete coating, building and environment, vol. 36, 2001, pp.949-953.

DOI: 10.1016/s0360-1323(00)00045-7

Google Scholar

[6] V.G. Papadakis, M.N. Fardis, C.G. Vayens, effect of composition, environmental factors and cement-lime mortar coating on concrete carbonation, materials and structures, 1992, vol. 25, 293-304.

DOI: 10.1007/bf02472670

Google Scholar

[7] Xiaoyong Wang, Hanseung Lee, Kibong Park, Numerical simulation of heat evolution of eco-friendly blended portland cements using a multi-component hydration model, Materials Science Forum Vol. 569(2008)pp.257-260.

DOI: 10.4028/www.scientific.net/msf.569.257

Google Scholar

[8] Xiao-Yong Wang, Han-Seung Lee, Seung-Min Lim. Numerical Simulation of Autogenous Shrinkage of Eco-friendly Blended Portland Cements Using A Multi-Component Hydration Model Materials Science Forum Vol. 569 (2008) pp.261-264.

DOI: 10.4028/www.scientific.net/msf.569.261

Google Scholar

[9] Vagelis G. Papadakis, S. Tsimas. Effect of supplementary cementing materials on concrete resistance against carbonation and chloride ingress. Cem Concr Res 2000; 30(2): 291-299.

DOI: 10.1016/s0008-8846(99)00249-5

Google Scholar