Novice Methodology in Preserving Prestressed Cables by Injection of a Special Gel

Bojan Aranđelović; Aleksandar Veg; Nikolay Vatin

doi:10.4028/www.scientific.net/AMM.725-726.584

Paper Titles

Analysis of Behavior of a Lattice Girder According to Theory of Plasticity with Link Elements
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Determination of the Critical Duration of the First Heating of Heavy Concrete by the Criterion of the Maximum Strength Reduction
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Influence of High-Porous Filling Materials and Mineral Fiber on Thermal and Fire Resistant Properties of Aerated Composites
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Special Aspects of Hydration Process of Microfine Cement
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Theory and Practice of Functioning Machines for Vibratory Agitation
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Construction of Road Embankment with Waste Materials
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 725-726Novice Methodology in Preserving Prestressed...

Novice Methodology in Preserving Prestressed Cables by Injection of a Special Gel

Abstract:

The most popular grout solutions are based on the application of cement-based materials. They are most frequently being used for grouting of prestressing tendons. Besides, there are some kinds of grease or wax having a good flexibility of the coat layer, while providing adjustability of prestressing force inside strands. Main objective of the paper is to explore the conditions and review other relevant aspects in applying injection gel for covering the prestressing tendons.

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Periodical:

Applied Mechanics and Materials (Volumes 725-726)

Pages:

584-589

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.725-726.584

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Online since:

January 2015

Authors:

Bojan Aranđelović*, Aleksandar Veg, Nikolay Vatin

Keywords:

Injecting, Injection Gel, Prestressing Tendons

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References

[1] ETAG 013(Guideline for European Technical Approval of post-tensioning kits for prestressing of structures), EOTA, (2002).

Google Scholar

[2] Hewson, N. R. Prestressed Concrete Bridges: Design and Construction (2003) Thomas Telford, 372 p.

Google Scholar

[3] Nawy, E. G. Prestressed Concrete Fifth Edition Upgrade: ACI, AASHTO, IBC (2009) Prentice Hall, 984 p.

Google Scholar

[4] Hurst, M.K. Prestressed concrete design (2003) CRC Press, 280 p.

Google Scholar

[5] Kovačič, B., Kamnik, R., Premrov, M., Gubeljak, N., Predan, J., Tišma, Z. Modern deformation measurement techniques and their comparison (2008) Strojniski Vestnik/Journal of Mechanical Engineering, 54 (5), pp.364-371.

Google Scholar

[6] Benaim, R. The design of prestressed concrete bridges, concepts and priciples (2008) CRC Press, 608 p.

Google Scholar

[7] Premrov, M., Dobrila, P. Influence of carbon fibre-reinforced polymers reinforcing on the seismic behaviour of timber-framed walls with fibre-plaster sheathing boards (2009) WIT Transactions on the Built Environment, 104, pp.409-418.

DOI: 10.2495/eres090371

Google Scholar

[8] Grinfeldi, G. I., Gorshkov, A. S., Vatin, N. I. Tests results strength and thermophysical properties of aerated concrete block wall samples with the use of polyurethane adhesive (2014) Advanced Materials Research, Vols. 941-944, pp.786-799.

DOI: 10.4028/www.scientific.net/amr.941-944.786

Google Scholar

[9] Nawy, E. G. Concrete Construction Engineering (1997) CRC Press, 1232 p.

Google Scholar

[10] Hewson, N. Prestressed Concrete Bridges (Structures and Buildings) (2011) ICE Publishing, 408 p.

Google Scholar