Study on Predicting Axial Load Capacity of CFST Columns
By: Ravi Kumar, H
.
Contributor(s): Muthu, K . U.
Publisher: Kolkata Springer 2018Edition: Vol, 99(1),March.Description: 133-140p.Subject(s): Civil EngineeringOnline resources: Click Here
In:
Journal of the institution of engineers (India): Series ASummary: 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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School of Engineering & Technology Archieval Section | Not for loan | 2021-2021614 |
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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