The Influence of Concrete Strength on Shear Capacity of Reinforced Concrete Members without Shear Reinforcement

Marta Słowik

doi:10.35784/bud-arch.2186

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Published: Mar 11, 2013

DOI: https://doi.org/10.35784/bud-arch.2186

Issue Vol. 12 No. 1 (2013)

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DOI

https://doi.org/10.35784/bud-arch.2186

Authors

Marta Słowik

m.slowik@pollub.pl

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

https://orcid.org/0000-0001-9627-3625

Abstract

In the paper, dimensioning rules for shear capacity in reinforced concrete members without shear reinforcement given in Eurocode 2, ACI Standard 318 and Model Code 2010 are described. The fib Model Code recommendations are described in more detailed way as they are based on a new concept. The shear strength calculated on the basis of the mentioned codes is later compared to the results of test from professional literature in order to verify standard methods and to analyze the influence of concrete strength on shear capacity in beams without stirrups.

Keywords:

concrete structures, shear strength, models for shear

References

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Słowik, M. (2013) “The Influence of Concrete Strength on Shear Capacity of Reinforced Concrete Members without Shear Reinforcement ”, Budownictwo i Architektura, 12(1), pp. 151–158. doi: 10.35784/bud-arch.2186.

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