Published August 30, 2021 | Version v1
Journal article Open

Effect of Geopolymer Concrete Encased ISection and Geopolymer CFST Column Under Fire

  • 1. Pursuing M.Tech, Civil Engineering, Integral University, Lucknow, India.
  • 2. Associate Professor and Former Head, Civil Engineering, Integral University, Lucknow, India..
  • 3. Pursuing M.Tech, Civil Engineering, Integral University, Lucknow, India
  • 4. Pursuing M.Tech, Civil Engineering, NIT Jalandhar, India
  • 1. Publisher

Description

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.

Files

I93500710921.pdf

Files (601.7 kB)

Name Size Download all
md5:e35c7c8fbd7c0807e133736fc8153c78
601.7 kB Preview Download

Additional details

Related works

Is cited by
Journal article: 2278-3075 (ISSN)

Subjects

ISSN
2278-3075
Retrieval Number
100.1/ijitee.I93500710921