Impact of Increased Temperature on Cohesiveness of Textile Glass Reinforcement with UHPC Matrix

Article Preview

Abstract:

The contribution is focused on research results of thin elements with UHPC matrix reinforced by textile glass reinforcement. A set of three test samples with size of 1100 x 120 x 20 mm were produced in laboratories of the Klokner Institute. Using accompanying tests the material characteristics of the concrete matrix and the textile glass reinforcement were determined. This reinforcement is modified by a protective epoxy surface layer, co called coating. The reason of the coating is to prevent a formation and a development of corrosive processes on the reinforcement texture. The samples were tested at four-point bend test in a thermal chamber. The thermal chamber is a space where it is possible to gradually regulate the temperature up to 75 °C under a constant value of a loading. In the course of the temperature increasing is using a measuring unit measured mainly bend in the middle of the span in time and the course of an inner and outer temperature. The impact of the increased temperature on the cohesiveness of the non-conventional reinforcement and the UHPC matrix is evaluated from the monitored data.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

211-214

Citation:

Online since:

February 2016

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2016 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] BRAMESHUBER, W. (2006). Textile Reinforced Concrete, RILEM Report 36. State of the Art Report of RILEM.

Google Scholar

[2] HENRIK FUNKE, SANDRA GELBRICH & LOTHAR KROLL, New Hybrid Material of Textile Reinforced Concrete and Glass Fibre Reinforced Plastic.

DOI: 10.5539/jmsr.v2n3p96

Google Scholar

[3] T. Bittner et al., Experimental Investigation of the Mechanical Properties of Textile Glass Reinforcement, Applied Mechanics and Materials (2015), Vol 732, p.45–48, 10. 4028/www. scientific. net/AMM. 732. 45.

DOI: 10.4028/www.scientific.net/amm.732.45

Google Scholar

[4] T. Vlach et al., Comparison of Different Methods for Determination of Modulus of Elasticity of Composite Reinforcement Produced from Roving, Advanced Materials Research (2014), Vol 1054, pp.104-109, 10. 4028/www. scientific. net/AMR. 1054. 104.

DOI: 10.4028/www.scientific.net/amr.1054.104

Google Scholar

[5] P. Tej et al., Loading Tests of Thin Plates Made of Ultra-High Performance Concrete Reinforced by PVA Fibers and 2D Textile Glass Reinforcement, Advanced Materials Research (2015).

DOI: 10.4028/www.scientific.net/amr.1095.569

Google Scholar

[6] P. Tej et al., Design of an Experimental Prestressed Arch Pedestrian Bridge Made of UHPC, Applied Mechanics and Materials (2014), Vols 587-589, pp.1535-1538, 10. 4028/www. scientific. net/AMM. 587-589. 1535.

DOI: 10.4028/www.scientific.net/amm.587-589.1535

Google Scholar