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Preliminary communication

https://doi.org/10.14256/JCE.2335.2018

Confined length of reinforced concrete columns at various axial load levels

Mounir Ait Belkacem
Hakim Bechtoula
Nouredine Bourahla
Adel Ait Belkacem


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Full text: english pdf 3.258 Kb

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Abstract

The seismic performance of reinforced concrete columns subjected to various levels of axial load is assessed in the paper. An equation relating the confined region to the applied axial load is proposed and compared to the Algerian seismic code RPA99/V2003 specifications, based on the concrete spalling length measured on 16 specimens under different axial load ratios, obtained from the experiments. Results indicate that the length of the confined region of a column subjected to high axial load is underestimated in the above mentioned specifications.

Keywords

reinforced concrete columns; axial load; confined region; ductility

Hrčak ID:

214913

URI

https://hrcak.srce.hr/214913

Publication date:

31.12.2018.

Article data in other languages: croatian

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