The analysis of deformation states high strength fibre-reinforced concrete plates in flexural

Piotr Smarzewski; Mariusz Szwaj; Andrzej Szewczak

doi:10.35784/bud-arch.2229

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Published: Jun 11, 2012

DOI: https://doi.org/10.35784/bud-arch.2229

DOI

https://doi.org/10.35784/bud-arch.2229

Authors

Piotr Smarzewski

p.smarzewski@pollub.pl

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

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

Mariusz Szwaj

wb.bia@pollub.pl

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

Andrzej Szewczak

wb.bia@pollub.pl

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

Abstract

The article presents the results of bending tests on reinforced concrete made of high strength concrete with water/(cement+microsilica) ratio of 0.2 with addition of steel and polypropylene fibres obtained with the system of non-contact three-dimensional displacement measuring system – ARAMIS. The plates were reinforced with grids and the variable was the content of fibres in concrete. The experiments proved significant influence of structural reinforcing combinations on load capacity of plates.

Keywords:

reinforced concrete elements, high strength concrete, steel fibres, polypropylene fibres, plates, ARAMIS system

References

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Smarzewski, P., Szwaj, M. and Szewczak, A. (2012) “The analysis of deformation states high strength fibre-reinforced concrete plates in flexural”, Budownictwo i Architektura, 10(1), pp. 037–052. doi: 10.35784/bud-arch.2229.

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