Experimental Studies on Punching Shear and Impact Resistance of Steel Fibre Reinforced Slag Based Geopolymer Concrete
Author
Source
Issue
Vol. 2017, Issue 2017 (31 Dec. 2017), pp.1-9, 9 p.
Publisher
Hindawi Publishing Corporation
Publication Date
2017-03-22
Country of Publication
Egypt
No. of Pages
9
Main Subjects
Abstract EN
The study was focused on slag based geopolymer concrete with the addition of steel fibre.
The slag based geopolymer concrete was under shear load and sudden impact load to determine its response.
The punching shear represents the load dissipation of the material and the energy absorption capacity of the geopolymer concrete to impact load.
The various percentage of steel fibre in the slag based geopolymer concrete was 0.5%, 1.0%, and 1.5%.
Overall the dosage 0.5% of steel fibre reinforced slag based geopolymer shows better results with a punching shear of 224 kN and 1.0% of steel fibre incorporated geopolymer concrete had the better energy absorption capacity with 3774.40 N·m for first crack toughness and 4123.88 N·m for ultimate failure toughness.
American Psychological Association (APA)
Karunanithi, Srinivasan. 2017. Experimental Studies on Punching Shear and Impact Resistance of Steel Fibre Reinforced Slag Based Geopolymer Concrete. Advances in Civil Engineering،Vol. 2017, no. 2017, pp.1-9.
https://search.emarefa.net/detail/BIM-1121386
Modern Language Association (MLA)
Karunanithi, Srinivasan. Experimental Studies on Punching Shear and Impact Resistance of Steel Fibre Reinforced Slag Based Geopolymer Concrete. Advances in Civil Engineering No. 2017 (2017), pp.1-9.
https://search.emarefa.net/detail/BIM-1121386
American Medical Association (AMA)
Karunanithi, Srinivasan. Experimental Studies on Punching Shear and Impact Resistance of Steel Fibre Reinforced Slag Based Geopolymer Concrete. Advances in Civil Engineering. 2017. Vol. 2017, no. 2017, pp.1-9.
https://search.emarefa.net/detail/BIM-1121386
Data Type
Journal Articles
Language
English
Notes
Includes bibliographical references
Record ID
BIM-1121386