Issue |
E3S Web Conf.
Volume 387, 2023
International Conference on Smart Engineering for Renewable Energy Technologies (ICSERET-2023)
|
|
---|---|---|
Article Number | 03003 | |
Number of page(s) | 10 | |
Section | Material Science | |
DOI | https://doi.org/10.1051/e3sconf/202338703003 | |
Published online | 15 May 2023 |
An Experimental Study on Fibre Reinforced Foam Concrete Using Hybrid Fiber
1 Research Scholar, Department of Civil Engineering, P.S.R Engineering College, Sivakasi, Tamil Nadu, India
2 Professor, Department of Civil Engineering, P.S.R Engineering College, Sivakasi, Tamil Nadu, India
3,4 Assistant Professor, Department of Civil Engineering, P.S.R Engineering College, Sivakasi, Tamil Nadu, India
Foam concrete is one of the light weight concrete which contains cement, filler, water and foaming agent. Nowadays, this foam concrete has very useful characteristics for building construction. It requires no compaction and can easily fill the irregular cavities. In construction industry, various types of industrial waste materials was used to improve the strength and durability properties of the concrete. The endeavours to improve the strength properties such as cement, silica fume, fly ash, foaming Agent, Poly Vinyl Alcohol (PVA) fiber and carbon fiber were used. The combination of two fibers were added in the foam concrete with the different proportion of 0.3%, 0.4% and 0.5%. This paper describes the strength properties such as compressive strength, split tensile strength, water absorption characteristics and prediction of compressive strength of the fibre reinforced foam concrete using python. The targeted design density of foam concrete is 1650 kg/m3. All the specimens were tested and determined the strength at the age of 7 days, 14 days and 28 days.
Key words: Cement / Flyash / PVA Fibre / Foaming Agent / mechanical strength / and python
© The Authors, published by EDP Sciences, 2023
This is an Open Access article distributed under the terms of the Creative Commons Attribution License 4.0, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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