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Study on Predicting Axial Load Capacity of CFST Columns

Ravi Kumar, H. / Muthu, K. U. / Kumar, N. S.

Abstract This work presents an analytical study and experimental study on the behaviour and ultimate load carrying capacity of axially compressed self-compacting concrete-filled steel tubular columns. Results of tests conducted by various researchers on 213 samples concrete-filled steel tubular columns are reported and present authors experimental data are reported. Two theoretical equations were derived for the prediction of the ultimate axial load strength of concrete-filled steel tubular columns. The results from prediction were compared with the experimental data. Validation to the experimental results was made.

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Study on Predicting Axial Load Capacity of CFST Columns

Ravi Kumar, H. / Muthu, K. U. / Kumar, N. S.

Abstract This work presents an analytical study and experimental study on the behaviour and ultimate load carrying capacity of axially compressed self-compacting concrete-filled steel tubular columns. Results of tests conducted by various researchers on 213 samples concrete-filled steel tubular columns are reported and present authors experimental data are reported. Two theoretical equations were derived for the prediction of the ultimate axial load strength of concrete-filled steel tubular columns. The results from prediction were compared with the experimental data. Validation to the experimental results was made.

Study on Predicting Axial Load Capacity of CFST Columns

Ravi Kumar, H. / Muthu, K. U. / Kumar, N. S.

Abstract This work presents an analytical study and experimental study on the behaviour and ultimate load carrying capacity of axially compressed self-compacting concrete-filled steel tubular columns. Results of tests conducted by various researchers on 213 samples concrete-filled steel tubular columns are reported and present authors experimental data are reported. Two theoretical equations were derived for the prediction of the ultimate axial load strength of concrete-filled steel tubular columns. The results from prediction were compared with the experimental data. Validation to the experimental results was made.

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Title:

Study on Predicting Axial Load Capacity of CFST Columns

Contributors:

Ravi Kumar, H. (author) / Muthu, K. U. (author) / Kumar, N. S. (author)

Published in:

Journal of The Institution of Engineers (India): Series A ; 99 ; 133-140

Publication date:

2017-11-14

Size:

8 pages

ISSN:

2250-2157 , 2250-2149

DOI:

https://doi.org/10.1007/s40030-017-0234-y

Type of media:

Article (Journal)

Type of material:

Electronic Resource

Language:

English

Keywords:

Concrete-filled steel tubular column , Confinement effect , Slenderness influence , Ultimate load capacity Engineering , Civil Engineering

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