Minimum Reinforcement against Brittle Failure in Concrete Structures

Marta Słowik; Izabela Skrzypczak

doi:10.4028/p-pMy5i9

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HomeKey Engineering MaterialsKey Engineering Materials Vol. 1011Minimum Reinforcement against Brittle Failure in...

Minimum Reinforcement against Brittle Failure in Concrete Structures

Abstract:

The paper presents the rules for determining the minimum reinforcement in reinforced concrete structures that have been recommended in recent years and currently. It has been analyzed whether the reinforcement in structural members designed in different periods of time on the basis of various standard regulations regarding minimum reinforcement meets the conditions for protecting the structure against brittle failure. The necessary reinforcement has been determined using the method derived on the basis of nonlinear fracture mechanics of concrete. In the performed analysis the scale effect has been taken into account as well.

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Periodical:

Key Engineering Materials (Volume 1011)

Pages:

61-65

DOI:

https://doi.org/10.4028/p-pMy5i9

Citation:

Cite this paper

Online since:

May 2025

Authors:

Marta Słowik*, Izabela Skrzypczak

Keywords:

Concrete, Cracking Resistance, Minimum Reinforcement Ratio, Slightly Reinforced Concrete Member

Funder:

The publication of this article was funded by the Lublin University of Technology 10.13039/100016775

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Creative Commons CC BY 4.0

Citation:

* - Corresponding Author

References

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