Minimum Reinforcement against Brittle Failure in Concrete Structures

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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Publication Details

Journal
Key engineering materials
Published
2025-05-14
DOI
https://doi.org/10.4028/p-pmy5i9
Primary Topic
Structural Response to Dynamic Loads
Type
article
Field-Weighted Citation Impact
0.00
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article

Minimum Reinforcement against Brittle Failure in Concrete Structures

Marta Słowik, Izabela Maria Skrzypczak
Key engineering materials
Structural Response to Dynamic Loads
article

Minimum Reinforcement against Brittle Failure in Concrete Structures

Marta Słowik, Izabela Maria Skrzypczak
article en

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.

Key engineering materialsVol. 1011
Rzeszów University of Technology (PL), Lublin University of Technology (PL)
Openalex Percentile: Top 89%
Structural Response to Dynamic Loads
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