Numerical simulation on moisture transport in cracked cement-based materials in view of self-healing of crack

Haoliang Huang , Guang Ye , Klaas van Breugel

Journal of Wuhan University of Technology Materials Science Edition ›› 2010, Vol. 25 ›› Issue (6) : 1077 -1081.

PDF
Journal of Wuhan University of Technology Materials Science Edition ›› 2010, Vol. 25 ›› Issue (6) : 1077 -1081. DOI: 10.1007/s11595-010-0153-5
Article

Numerical simulation on moisture transport in cracked cement-based materials in view of self-healing of crack

Author information +
History +
PDF

Abstract

The moisture transport in cracked cement-based materials was investigated with priority by numerical simulation. The cracked cement-basis material was treated as two components system, including the cracks and cementitious mortar. The mass balance between the water in the cracks and in the cement mortar was considered. From the modeling results, it was seen that the water or vapor filled the crack immediately when the cracked cementitious mortar was put into contact with the water or vapor. The water/vapor penetrates into the mortar from the crack surfaces, as well as the external surface exposed in the outside condition. The existence of cracks increases the penetration of water/vapor into the cementitious mortar. As the basis for studying the self-healing in cracked concrete, the simulation on moisture transport provided important information about the water distribution and movement inside the cracked concrete.

Keywords

moisture transport / numerical simulation / crack / concrete

Cite this article

Download citation ▾
Haoliang Huang, Guang Ye, Klaas van Breugel. Numerical simulation on moisture transport in cracked cement-based materials in view of self-healing of crack. Journal of Wuhan University of Technology Materials Science Edition, 2010, 25(6): 1077-1081 DOI:10.1007/s11595-010-0153-5

登录浏览全文

4963

注册一个新账户 忘记密码

References

[1]

Wong S. F., Wee T. H., Swaddiwudhipong S., Lee S. L. Study of Water Movement in Concrete[J]. Magazine of Concrete Research, 2001, 53(3): 205-220.

[2]

Edvardsen C. Water Permeability and Autogenous Healing of Cracks in Concrete[J]. ACI Materials Journal, 1999, 96(4): 448-454.

[3]

Sahmaran M., Keskin S. B., Ozerkan G., Yaman I. O. Self-healing of Mechanically-loaded Self Consolidating Concretes with High Volumes of Fly Ash[J]. Cement and Concrete Composites, 2008, 30(10): 872-879.

[4]

Li K., Li C., Chen Z. Influential Depth of Moisture Transport in Concrete Subject to Drying-wetting Cycles[J]. Cement and Concrete Composites, 2009, 31(10): 693-698.

[5]

Martys N. S., Ferraris C. F. Capillary Transport in Mortars and Concrete[J]. Cement and Concrete Research, 1997, 27(5): 747-760.

[6]

Neithalath N. Analysis of Moisture Transport in Mortars and Concrete Using Sorption-diffusion Approach[J]. ACI Materials Journal, 2006, 103(3): 209-217.

[7]

Hall C. Water Sorptivity of Mortars and Concretes: A Review[ J]. Magazine of Concrete Research, 1989, 41(147): 51-61.

[8]

Bazant Z. P., Warren J. R. Effect of Cracking in Drying and Shrinkage Specimens[J]. Cement and Concrete Research, 1982, 12(2): 209-226.

[9]

Gérard B., Marchand J. Influence of Cracking on the Diffusion Properties of Cement-based Materials: Part I: Influence of Continuous Cracks on the Steady-state Regime[J]. Cement and Concrete Research, 2000, 30(1): 37-43.

[10]

F H Wittmann, P Zhang, T Zhao, E Lehmann and P Vvontobel. Neutron Radiography, A Powerful Method for Investigating Water Water Penetration into Concrete[C]. Acepted for Publication in the 2nd International Conference of Service Life Design for Infrastructure, October 4–6, Delft, the Netherlands

[11]

Maekawa K., Chaube R., Kishi T. Modeling of Concrete Performance: Hydration, Microstructure and Mass Transport[M], 1999 London E & FN Spon

[12]

Cerny R., Rovnanikova P. Transport Process in Concrete[M], 2002 London Taylor & Francis

[13]

M A Wilson, W D Hoff and C Hall. Water Movement in Porous Building Materials[M]. Building and Environment, 1980

[14]

C Hall Barrier Performance of Concrete: A Review of Fluid Transport Theory[J]. Materials and Structures, 1994, 27(5): 291-306.

[15]

Reinhardt H. W., Jooss M. Permeability and Self-healing of Cracked Concrete as a Function of Temperature and Crack Width[J]. Cement and Concrete Research, 2003, 33(7): 981-985.

AI Summary AI Mindmap
PDF

136

Accesses

0

Citation

Detail

Sections
Recommended

AI思维导图

/