Experimental testing of high performance fibre reinforced concrete deep beams

Piotr Smarzewski; Justyna Poręba; Agata Rentflejsz

doi:10.35784/bud-arch.2227

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Published: Jun 11, 2012

DOI: https://doi.org/10.35784/bud-arch.2227

Issue Vol. 10 No. 1 (2012)

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Experimental testing of high performance fibre reinforced concrete deep beams
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015-026
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DOI

https://doi.org/10.35784/bud-arch.2227

Authors

Piotr Smarzewski

p.smarzewski@pollub.pl

Department of Civil Engineering; Faculty of Civil Engineering and Architecture; Lublin University of Technology, Poland

https://orcid.org/0000-0002-3230-4813

Justyna Poręba

wb.bia@pollub.pl

Department of Civil Engineering; Faculty of Civil Engineering and Architecture; Lublin University of Technology, Poland

Agata Rentflejsz

wb.bia@pollub.pl

Department of Civil Engineering; Faculty of Civil Engineering and Architecture; Lublin University of Technology, Poland

Abstract

The article presents the results of testing reinforced deep beams made of high performance concrete and fibre-concrete in the scheme of centrally placed load. The test was conducted for three deep beam elements of the of the main reinforcement bars in the form of lower, upper, horizontal and vertical stirrups in support areas of alternative reinforcement grids or steel and polypropylene fibers between the points of support elements. Analysis of results was based on the maps of major strains, the relations of force in the function of time and the relations of vertical displacements of the length of the members in the horizontal section.

Keywords:

reinforced concrete elements, high performance fibre concrete, deep beams

References

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Smarzewski, P., Poręba, J. and Rentflejsz, A. (2012) “Experimental testing of high performance fibre reinforced concrete deep beams”, Budownictwo i Architektura, 10(1), pp. 015–026. doi: 10.35784/bud-arch.2227.

Experimental testing of high performance fibre reinforced concrete deep beams

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