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

Piotr Smarzewski


Department of Civil Engineering; Faculty of Civil Engineering and Architecture; Lublin University of Technology (Poland)
https://orcid.org/0000-0002-3230-4813

Mariusz Szwaj


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

Andrzej Szewczak


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

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

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Published
2012-06-11

Cited by

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.

Authors

Piotr Smarzewski 

Department of Civil Engineering; Faculty of Civil Engineering and Architecture; Lublin University of Technology Poland
https://orcid.org/0000-0002-3230-4813

Authors

Mariusz Szwaj 

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

Authors

Andrzej Szewczak 

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

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