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Article . 2021
License: CC BY
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Effect of Geopolymer Concrete Encased I-Section and Geopolymer CFST Column Under Fire

Authors: Md Mustafeezul Haque; Sabih Ahmad; Abdul Hai; Md Marghoobul Haque;

Effect of Geopolymer Concrete Encased I-Section and Geopolymer CFST Column Under Fire

Abstract

Geopolymer concrete can resist fire quite well when compared with conventional concrete. Recent studies to observe the behaviour of geopolymer composite column under the effect of fire are very few. In this paper results in terms of stress, strain and deformation of geopolymer composite column expressed to elevated temperature are presented. It was observed that geopolymer composite column performs better at elevated temperatures than the conventional composite column. This tests are performed with four composite column with geopolymer concrete and conventional concrete which is tested at four elevated temperatures i.e., 400 oC, 500 oC, 600 oC, 700 oC and 800 oC to evaluate the strength parameters. It results geopolymer concrete column can be used where fire disaster chances are high.

Keywords

ANSYS, CFST Column, Composite Column, Elevated Temperature, Finite Element Method, Geopolymer Concrete.

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This is an alternative to the "Influence" indicator, which also reflects the overall/total impact of an article in the research community at large, based on the underlying citation network (diachronically).
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popularity
This indicator reflects the "current" impact/attention (the "hype") of an article in the research community at large, based on the underlying citation network.
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influence
This indicator reflects the overall/total impact of an article in the research community at large, based on the underlying citation network (diachronically).
BIP!Influence provided by BIP!
impulse
This indicator reflects the initial momentum of an article directly after its publication, based on the underlying citation network.
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