<abstract xmlns="http://www.w3.org/1999/xhtml">

<p>This paper presents a numerical parametric study of the moment-curvature and curvature ductility of doubly-reinforced beams with different parameters. The effects of the strength of the concrete and the amount of the reinforcement, including the tensile and compression reinforcement on the complete moment-curvature behavior and the curvature ductility factor of the beam sections, have been studied. A new predictive formula for the ductility factor of beam sections that considers the different parameters has been developed. In a continuation of the study, the flexural ductility of beams designed with different parameters according to the ductility factor proposed by different researchers was investigated. Based on the results of the numerical analysis, the proposed predictions for the curvature ductility factor were verified by comparisons with other predictive formulas. The proposed formula offers fairly accurate and consistent predictions for the curvature ductility factor of beam sections. It is shown that the concrete’s compression strength and the amount of reinforcing steel, including the compression reinforcement ratios, have an effect on the curvature ductility factor of beam sections.</p>
</abstract>

This paper presents a numerical parametric study of the moment-curvature and curvature ductility of doubly-reinforced beams with different parameters. The effects of the strength of the concrete and the amount of the reinforcement, including the tensile and compression reinforcement on the complete moment-curvature behavior and the curvature ductility factor of the beam sections, have been studied. A new predictive formula for the ductility factor of beam sections that considers the different parameters has been developed. In a continuation of the study, the flexural ductility of beams designed with different parameters according to the ductility factor proposed by different researchers was investigated. Based on the results of the numerical analysis, the proposed predictions for the curvature ductility factor were verified by comparisons with other predictive formulas. The proposed formula offers fairly accurate and consistent predictions for the curvature ductility factor of beam sections. It is shown that the concrete’s compression strength and the amount of reinforcing steel, including the compression reinforcement ratios, have an effect on the curvature ductility factor of beam sections.

A New Approach for Determining the Curvature Ductility of Reinforced Concrete Beams

Dept. of Civil Engineering, Faculty of Engineering and Natural Sciences

Slovak Journal of Civil Engineering

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License.

This paper presents a numerical parametric study of the moment-curvature and curvature ductility of doubly-reinforced beams with different parameters. The...

A New Approach for Determining the Curvature Ductility of Reinforced Concrete Beams

Data publikacji: 13 kwi 2022

Zakres stron: 8 - 20

DOI: https://doi.org/10.2478/sjce-2022-0002

Słowa kluczowe
Numericalanalysis, Moment-curvature, Ductility, Flexural, Reinforced concrete beam, Reinforcement

© 2022 Saeid Foroughi et al., published by Sciendo

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License.

A New Approach for Determining the Curvature Ductility of Reinforced Concrete Beams

Data publikacji: 13 kwi 2022

Zakres stron: 8 - 20

DOI: https://doi.org/10.2478/sjce-2022-0002

Słowa kluczoweNumericalanalysis, Moment-curvature, Ductility, Flexural, Reinforced concrete beam, Reinforcement

© 2022 Saeid Foroughi et al., published by Sciendo

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License.

Słowa kluczowe
Numericalanalysis, Moment-curvature, Ductility, Flexural, Reinforced concrete beam, Reinforcement