Determination of Mechanical Properties of Non-Conventional Reinforcement

Tomáš Bittner; Petr Bouška; Michaela Kostelecká; Šárka Nenadálová; Milan Rydval; Miroslav Vokáč

doi:10.4028/www.scientific.net/KEM.662.249

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HomeKey Engineering MaterialsKey Engineering Materials Vol. 662Determination of Mechanical Properties of...

Determination of Mechanical Properties of Non-Conventional Reinforcement

Abstract:

Mechanical tests of samples of basalt and textile glass reinforcement were performed within the solution of the research project GAČR 13-12676S and SGS14/171/OHK1/2T/31. These tests were carried out because of the need to establish elementary mechanical quantities that are tensile strength and modulus of elasticity of non-conventional reinforcement. Both of these quantities are required for further modeling of structures and for designing of the elements made from textile reinforced concrete (TRC) as not being provided by reinforcement manufacturers. The tests were carried out on a total of 12 samples of reinforcement where the first 6 samples were made from textile glass reinforcement (AR-G = Alkali-Resistant Glass) and the remaining 6 samples were prepared from basalt reinforcement. The filament sheaf fibers called roving was used for the production of test specimens.

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Periodical:

Key Engineering Materials (Volume 662)

Pages:

249-252

DOI:

https://doi.org/10.4028/www.scientific.net/KEM.662.249

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Online since:

September 2015

Authors:

Tomáš Bittner*, Petr Bouška, Michaela Kostelecká, Šárka Nenadálová, Milan Rydval, Miroslav Vokáč

Keywords:

Basalt Reinforcement, Modulus of Elasticity, Non-Conventional Reinforcement, Tensile Strength, Textile Glass Reinforcement

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References

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