Experimental Study on Effect of Polypropylene Fibre on Strength Characteristics of Geopolymer A Review

Authors

  • Adarsh Sinha P. G. Scholar, Department of Civil Engineering, RNTU, Bhopal Madhya Pradesh, India Author
  • Reetesh Khare Professor, Department of Civil Engineering, RNTU, Bhopal Madhya Pradesh, India Author

Keywords:

FRGP Concrete, Polypropylene Fibre, Geopolymer Concrete

Abstract

Buildings must be able to safely withstand any significant ground motions that could happen during construction or regular operation in order to be considered earthquake resistant. The impacts that ground motions have on structural reactions, however, are special. The timehistory analysis is the analytical method that is most accurate for structures that are subjected to severe ground vibrations. For this analysis, a stepwise solution is used to integrate the pushover analysis of a multi-degree-of-freedom system, or MDOF, in the time domain in order to depict the real reaction of a structure. Although it can be applied to all practical uses, this method takes time. The pushover analysis was developed because it was necessary to develop quicker techniques that would nevertheless provide a trustworthy structural assessment or design of structures subjected to seismic loading. The foundation of pushover analysis is the presumption that during a seismic event, structures vibrate primarily in the first mode or in the lower modes. As a result, the multi-degree-offreedom system is reduced to a single-degree-of-freedom system that has attributes that are predicted by the nonlinear static analysis of the multi-degree-of-freedom system, or SDOF system. The ESDOF system is then subjected to a response spectrum analysis with constantductility spectra, or damped spectra, or a nonlinear time history analysis. Through modal connections, the seismic demands for the MDOF system are converted from the ESDOF system's computed seismic demands.              

Downloads

Download data is not yet available.

References

Amin H. Almasri, [Utilization Of Demolished Waste As Coarse Aggregate In Concrete], Civil Engineering Journal Vol. 5, No. 3, March, 2019.

Anusuri Uma Maheswari, B. Naidu Babu And K. Jagan, [Study Of Partial Replacement Of Natural Aggregate By Recycled Aggregate On Concrete], International Journal Of Creative Research Thoughts (Ijcrt), Volume 9, Issue 7 July 2021 | Issn: 2320-2882.

Basha Fayissa And Anteneh Geremew, [Comparative Study On Compressive Strength Of Demolished Concrete Aggregate And Conventional Concrete Aggregate For Construction Materials], International Journal Of Engineering Research & Technology (Ijert), Issn: 2278-0181, Vol. 7 Issue 12, December-2018.

Bhagyashree S. Katkar And Dr. N. K. Gupta, [Utilization Of Building Demolished Waste Aggregates In Pervious Concrete], International Journal Of Advance Research In Science And Engineering, Volume No. 6, Issue No. 10, October 2017.

Dalinaidu.M, [Studies On Use Of Construction Demolished Waste As Aggregates For Concrete], International Journal For Technological Research In Engineering Volume 5, Issue 6, February-2018.

H. Mohamed Thameem Ansari And Dr. M. Shahul Hameed, [Experimental Study On Demolished Concrete Waste And Crumb Rubber As Partial Replacement Of Coarse And Fine Aggregate In Concrete], Journal Of Advances In Civil Engineering And Management Volume 5 Issue 2, 2022.

Hasan Jasim Mohammed And Zeina Saad Sabir, [Properties Of Concrete Containing Recycled Demolition Aggregate], Iop Conf. Series: Earth And Environmental Science 877 (2021) 012029.

Downloads

Published

15-09-2023

Issue

Section

Research Articles

How to Cite

Sinha, A., & Khare, R. (2023). Experimental Study on Effect of Polypropylene Fibre on Strength Characteristics of Geopolymer A Review . International Journal of Scientific Research in Civil Engineering, 7(5), 45-52. https://ijsrce.com/index.php/home/article/view/IJSRCE23758

Similar Articles

1-10 of 172

You may also start an advanced similarity search for this article.