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

Piotr Smarzewski


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

Renata Spaczyńska


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

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Published
2012-06-11

Cited by

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.

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

Renata Spaczyńska 

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

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