Development of Mechanical Properties of Steel Fibers Reinforced High Strength Concrete

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This article deals with time development of basic mechanical properties of steel fibers reinforced high strength concrete (FRHSC). The basic mechanical properties were studied at different age of the fiber reinforced high strength concrete, exactly at the age 12, 15, 18 and 21 hours and 1, 2, 3, 7, 14, 21 and 28 days. The compressive strength was determined by using cubic specimens (100 x 100 x 100 mm). The tensile strength in bending and fragment compressive strength after bending were determined by prismatic specimens (40 x 40 x 160 mm). Bulk density were determined too. The comparison of mechanical properties of fibers reinforced high strength concrete and high strength concrete is in conclusion of this article.

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113-117

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December 2014

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© 2015 Trans Tech Publications Ltd. All Rights Reserved

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[1] Ma, Y. -Q., 2014, Experimental study on mechanical properties of steel fiber reinforced high performance concrete, Advance Materials Research, Vol. 859, pp.56-59.

DOI: 10.4028/www.scientific.net/amr.859.56

Google Scholar

[2] Zhu, J. C., Yan, C. W., Liu, S. G., 2014, The constitutive relationship of high strength concrete under uniaxial compression, Advance Materials Research, Vol. 838-841, pp.3-6.

DOI: 10.4028/www.scientific.net/amr.838-841.3

Google Scholar

[3] Zatloukal, J., Jogl, M., Test Specimen for Testing of Cementitious Composite Fracture Mechanics Properties, Proceedings of the 50th Annual Conference on Experimental Stress Analysis, 2012, ISBN 978-80-01-05060-6, pp.549-554.

Google Scholar

[4] Sovják, R., Vogel, F., Beckmann, B., Triaxial Compressive Strength of Ultra High Performance Concrete, IN: Acta Polytechnica, 2013, Vol. 53, no. 6.

DOI: 10.14311/ap.2013.53.0901

Google Scholar

[5] Reiterman, P., Jogl, M., Baumelt, V., Seifrt, J., 2014, Development and Mix Design of HPC and UHPFRC, Advance Materials Research, Vol. 982, pp.130-135.

DOI: 10.4028/www.scientific.net/amr.982.130

Google Scholar

[6] Ma, Y. -Q., 2014, Experimental study on workability and strength of green high performance concrete with high volume fly ash, Advance Materials Research, Vol. 859, pp.52-55.

DOI: 10.4028/www.scientific.net/amr.859.52

Google Scholar

[7] Holčapek, O., Vogel, F., Vavřiník, T., Keppert, M., 2014, Time progress of compressive strength of high performance concrete, Applied Mechanics and Materials, Vol. 486, pp.167-172.

DOI: 10.4028/www.scientific.net/amm.486.167

Google Scholar

[8] Poursaee, A., Hansson, C.M., Curing time and behavior of high-performance concrete, 2010, Proceedings of Institution of Civil Engineers: Constructions Materials, Vol. 163, Issue 4, pp.223-230.

DOI: 10.1680/coma.900037

Google Scholar

[9] Pavlů, T., Šefflová, M., 2014, Experimental determination and estimation of water absorption capacity of hardened concrete with recycled aggregate, 2014, EAN 2014 – 52nd International Conference on Experimental Stress Analysis, EAN 2014, Marianske Lazne, Czech Republic, 2 June 2014 through 5 June 2014, Code 107000.

DOI: 10.4028/www.scientific.net/amm.732.411

Google Scholar