Textile Concrete in Adverse Conditions

Tomáš Bittner; Michaela Kostelecká; Petr Pokorný; Miroslav Vokáč; Petr Bouška

doi:10.4028/www.scientific.net/KEM.776.59

Paper Titles

Methods Appropriate for Determination of the Prescribed Reinforcement of the Elements of Reinforced Concrete Structures - Nowadays Used Methods
p.41

Monitoring of Selected Physical and Thermal Properties of Lightweight Concrete Based on Recycled Foam Plastics
p.46

Monitoring of the Setting and early Hardening with Ultrasonic Waves
p.51

Non-Destructive Schmidt Rebound Hammer Evaluation of the Degradation of Concrete Exposed to Elevated Temperatures
p.55

Textile Concrete in Adverse Conditions
p.59

The Classification of Cracks Recorded during the Cyclic Loading of the Reinforced Concrete Beam by Acoustic Emission Method
p.66

Use of Computed Tomography for the Evaluation of Autoclaved Aerated Concrete Structure
p.70

Conclusive Determination of Compliance with the Prescribed Reinforcement Elements of Concrete Structures - The Appropriate Methods and their Capabilities
p.76

Application of Acoustic Emission Method and Impact Echo Method to Structural Rehabilitation
p.81

HomeKey Engineering MaterialsKey Engineering Materials Vol. 776Textile Concrete in Adverse Conditions

Textile Concrete in Adverse Conditions

Abstract:

Textile concrete (TRC) is a modern material that has been the subject of many scientific studies over the past two decades. It is a material based on a fine-grained cement-based matrix, fiber reinforced, fabric of acrylic-resistant glass, basalt or carbon reinforcement. The products from this material are thin-walled elements, which can be used, for example, for facade claddings elements, lost formwork, shell structures, garden architecture or for strengthening or repair of existing structural elements. This paper presents some examples of the behavior of glass reinforced textile concrete during exposure to road salts, under load of bending moment, at long-term loading at elevated temperatures, and assessment of glass fiber resistance during exposure simulating concrete pore solution.

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Periodical:

Key Engineering Materials (Volume 776)

Pages:

59-65

DOI:

https://doi.org/10.4028/www.scientific.net/KEM.776.59

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Online since:

August 2018

Authors:

Tomáš Bittner*, Michaela Kostelecká, Petr Pokorný, Miroslav Vokáč, Petr Bouška

Keywords:

AR Glass, Deflection, Fine-Grained UHPC, Textile Concrete

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References

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

Google Scholar

[2] Henrik Funke, et. al., New Hybrid Material of Textile Reinforced Concrete and Glass Fibre Reinforced Plastic, Journal of Materials Science Research, ISSN 1927-0585 E-ISSN 1927-0593 Volume and Number: Vol. 2, No. 3, 2013 Pages: 96-101.

DOI: 10.5539/jmsr.v2n3p96

Google Scholar

[3] Chira A., Kumar A., Vlach T., Laiblova L., Hajek P., Textil-reinforced concrete facade panels with rigid foam core prisms, Journal of Sandwich Structures and Materials, sagepub.co.uk/journalsPermissions.nav, (2015).

DOI: 10.1177/1099636215613488

Google Scholar

[4] Butler M., Lieboldt M., and Mechtcherine V.: Application of textile Reinforced Concrete (TRC) for structural Strengthening and in Prefabrication, Ins. Of Const. materials, TU Dresden, Germany.

Google Scholar

[5] Citek, D., Rydval, M., Rehacek, S., Kolisko, J.: Material properties of Ultra High Performance Concrete in extreme Conditions, Concrete under Severe Conditions - Environment and Loading. Pfaffikon: Trans Tech Publications Inc., 2016. pp.157-162.

DOI: 10.4028/www.scientific.net/kem.711.157

Google Scholar

[6] Kostelecka M.: Influence of hot water on UHPC boards with different types of textil arnature, Experimental Stress Analysis 2014, pp.67-68, ISBN 978-80-261-0376-9.

Google Scholar

[7] Kostelecka, M. et. al: The Determination of Frost Resistance on Ultra High Performance Concrete, Advanced Materials Research, Vol. 1025-1026, pp.1005-1009, Sep. 2014, 10.4028/www.scientific.net/AMR.1025-1026.1005.

DOI: 10.4028/www.scientific.net/amr.1025-1026.1005

Google Scholar

[8] Bittner, T. et. al., Experimental Investigation of the Mechanical Properties of Textile Glass Reinforcement, Applied Mechanics and Materials (2015), Vol 732, pp.45-48, 10.4028/www.scientific.net/AMM.732.45.

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

Google Scholar

[9] Vlach, T. 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.

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

Google Scholar

[10] Zhang J., Wang X., Zhang S., Gao Q., Li J., Effects of melamine addition stage on the performance and curing behaviour of melamine-urea-formaldehyde (MUF) resin, BIOResources 2013,8 (4), 5500-5514.

DOI: 10.15376/biores.8.4.5500-5514

Google Scholar

[11] Castro Y., Aparicio M., Moreno R., Durán A., Silica-zirconia sol-gel coatings obtained by different synthesis routes, Journal of Sol-Gel Science and Technology 2005, 35 (1), 41-50.

DOI: 10.1007/s10971-005-3213-0

Google Scholar

[12] Parashar, V. K., Raman V., Bahl O. P., Thermal evolution of sol-gel derived zirconia and binary oxides of zirconia-silica, Journal of Materials Science Letters 1996, 15, 1625-1629.

DOI: 10.1007/bf00278109

Google Scholar

[13] Colombo, I.G.; et al. Bending behavior of textile reinforced concrete sandwich beams, Construction and building materials 2015, 95, 675-685.

DOI: 10.1016/j.conbuildmat.2015.07.169

Google Scholar