The Durability of Ultra High Strength Fibre Reinforced Cementitious Material

Article Preview

Abstract:

The technology of concrete greatly evolved in the recent years. The use of cements with a high dosage and the addition of fibres allowed a very compacted cementitious matrix. This fact may greatly affect the durability of a cementitious system. In this work, the durability of an ultra high strength fibre reinforced concrete was studied. The microstructure was dense, compact and exhibited a low capillary and total porosity as well as water permeability. Fluid resin penetration tests under pressure also showed a local difference in the penetration depth: from a thin surface layer to local small regions. Thus, the penetration potential of salts and water transporting degrading substances from the surface was reduced. The cement-based material was exposed to accelerated freeze/thaw and sulphate penetration tests, to clarify the durability and the capability of the low porous matrix to withstand the ingress of substances. In both cases the resistance was significantly higher as compared to conventional concrete. The crystalline quartz-rich matrix and the chemistry also played a relevant role in the low degradation of the system.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

167-172

Citation:

Online since:

August 2022

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2022 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] Tang M. C., High Performance Concrete, Past, Present and Future, Proceedings of the International Symposium on Ultra High Performance Concrete, Kassel, Germany, September 13-14, (2004).

Google Scholar

[2] Mehta P. K. Durability of Concrete – Fifty Years of Progress, Durability of Concrete, Second International Conference, Montreal, Canada, ACI SP-126, (1991).

DOI: 10.14359/1998

Google Scholar

[3] Herold G., Müller H. S., Measurement of Porosity of Ultra High Strength Fibre Reinforced Concrete, International Symposium on Ultra High Performance Concrete, Kassel, Germany, September 13-14, (2004).

Google Scholar

[4] Aitcin P. C., The Durability Characteristics of High Performance Concrete: A Review, Cement and Concrete Composites 25, (2003).

Google Scholar

[5] Hammer T. A., Sellevold E. J., Frost Resistance of High Strength Concrete, High Strength Concrete, Second International Symposium ACI SP-121, (1990).

DOI: 10.14359/2561

Google Scholar

[6] Amsayazhi P., et al., Evaluation of Performance of High Strength Fiber Reinforced Concrete in Durability Aspects, International Journal of Engineering and Advanced Technology, Vol. 8, Issue 4, (2019).

Google Scholar

[7] Brühwiler E., Denariè E., Rehabilitation of Concrete Structures Using Ultra High, Performance Fibre Reinforced Concrete, UHPC, THe second International Symposium on Ultra High Performance Concrete, Kassel, Germany, (2008).

DOI: 10.2749/101686613x13627347100437

Google Scholar

[8] Norm SIA 262/1 Concrete Construction-Complimentary Definitions, (2019).

Google Scholar

[9] Norm EN 12350-2/4/5/6/8 Testing Fresh Concrete Properties, (2019).

Google Scholar

[10] Norm SIA 262/1 appendix A, Concrete Construction-Complimentary Definitions, Determination of the Water permeability, (2019).

Google Scholar

[11] Norm SIA 262/1 annex C, Concrete Construction, Freeze / Thaw Resistance.

Google Scholar

[12] Norm SIA 262/1 annex D, Concrete Construction, Testing the Sulphate Resistance, (2019).

Google Scholar