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 openingsReferences
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Authors
Piotr SmarzewskiDepartment of Civil Engineering; Faculty of Civil Engineering and Architecture; Lublin University of Technology Poland
https://orcid.org/0000-0002-3230-4813
Authors
Renata SpaczyńskaDepartment of Civil Engineering; Faculty of Civil Engineering and Architecture; Lublin University of Technology Poland
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