Analysis of limit state of reinforced high performance hybrid fiber concrete deep beams with openings

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Published: Jun 11, 2012
DOI: https://doi.org/10.35784/bud-arch.2228
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DOI

https://doi.org/10.35784/bud-arch.2228

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
Renata Spaczyńska

wb.bia@pollub.pl

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

Abstract

The article presents the analysis of the strength of reinforced deep beams with openings made of high performance hybrid fibre concrete – steel and polypropylene. We compared the results of the shear capacity of the analytically calculated values based on its own assessment of the theoretical capacity of the proposals deep beams members created by modifications of empirical formulas.

Keywords:

reinforced concrete members, high performance fibre concrete, deep beams with openings

References

Article Details

Smarzewski, P. and Spaczyńska, R. (2012) “Analysis of limit state of reinforced high performance hybrid fiber concrete deep beams with openings”, Budownictwo i Architektura, 10(1), pp. 027–036. doi: 10.35784/bud-arch.2228.