Effect of Geopolymer Concrete Encased I-Section and Geopolymer CFST Column Under Fire
Md Mustafeezul Haque1, Sabih Ahmad2, Abdul Hai3, Md Marghoobul Haque4

1Md Mustafeezul Haque*, Pursuing M.Tech, Civil Engineering, Integral University, Lucknow, India.
2Dr. Sabih Ahmad, Associate Professor and Former Head, Civil Engineering, Integral University, Lucknow, India.
3Abdul Hai, Pursuing M.Tech, Civil Engineering, Integral University, Lucknow, India.
4Md Marghoobul Haque, Pursuing M.Tech, Civil Engineering, NIT Jalandhar, India.
Manuscript received on August 19, 2021. | Revised Manuscript received on August 23, 2021. | Manuscript published on August 30, 2021. | PP: 51-58 | Volume-10, Issue-10, August 2021. | Retrieval Number: 100.1/ijitee.I93500710921 | DOI: 10.35940/ijitee.I9350.08101021
Open Access | Ethics and  Policies | Cite | Mendeley
© The Authors. Blue Eyes Intelligence Engineering and Sciences Publication (BEIESP). This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/)

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.