COMPARATIVE ANALYSIS OF STRUCTURES MADE BY GFRP REBARS AND GEOPOLYMER CONCRETE AGAINST CONVENTIONAL REINFORCED CONCRETE SYSTEM

Authors

  • Panchal Akash Civil Engineering Department, Sardar Patel College of Engineering (GTU)
  • Chetan Machhi Civil Engineering Department, Sardar Patel College of Engineering (GTU)

Keywords:

glass fibre reinforced polymer (GFRP), geopolymer concrete, concrete structures, ETABS, Pushover analysis,

Abstract

The main purpose of this paper is to comparative study of strength of multi-storey, multibay frame buildings for lateral load for all materials combinations comes out of GFRP rebars, steel rebars, Geopolymer concrete, and conventional cement based concrete (such as GFRP-CONCRETE FRAME, GFRP-GEOPOLYMER FRAME, STEEL-CONCRETE FRAME, and STEEL-GEOPOLYMER FRAME of G+8, G+10, and G+12 STORIES) using nonlinear pushover analysis. Pushover analysis will carried out using ETABS 2016 software and using M3 and V2 hinges for beams and P-M-M hinges for columns. This paper shows the comparisons of displacement vs base shear at performance point and also shows comparison of maximum storey displacement vs base shear curve.

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Published

2019-04-01

How to Cite

Akash, P. ., & Machhi, C. . (2019). COMPARATIVE ANALYSIS OF STRUCTURES MADE BY GFRP REBARS AND GEOPOLYMER CONCRETE AGAINST CONVENTIONAL REINFORCED CONCRETE SYSTEM. International Journal of Technical Innovation in Modern Engineering & Science, 5(4), 107–116. Retrieved from https://ijtimes.com/IJTIMES/index.php/ijtimes/article/view/2792

Issue

Vol. 5 No. 4 (2019): Vol. 5 No. 4: Volume 5 Issue 4 (April-2019)

Section

Articles