Study on mechanical properties of environment friendly Aluminium E-waste Composite with Fly ash and E-glass fiber

2017 ◽  
Vol 4 (2) ◽  
pp. 3441-3450 ◽  
Author(s):  
Siddharth Patel ◽  
R.S. Rana ◽  
Swadesh Kumar Singh
2011 ◽  
Vol 250-253 ◽  
pp. 849-852
Author(s):  
Wei Xin Hu

A new environment-friendly wall material- the unfired brick is produced by using clay, carbide slag, fly ash and cement as the main raw materials,and certain amount of chemical excitator. The primary mixing ratio is designed on the basis of its mechanical properties and durability. When adopting water curing under normal temperature and atmosphere pressure,the compressive strength,flexural strength and frost resistance of the unfired brick are measured. The results reveal that the optimum mixing ratio for unfired brick is: Carbide slag 30%,fly ash 30%,cement 25% and clay 15%. For the unfired brick formed by vibration with the optimum mixing ratio,the min. compressive strength of each brick is more than 10 MPa, the overall properties meet the requirement as specified in standard JC 239—2001“Fly Ash Brick”.


2014 ◽  
Vol 11 (1) ◽  
pp. 33-39 ◽  
Author(s):  
R. Prajit ◽  
◽  
Santhosh Kumar V ◽  
Sathwik V ◽  
Anantha Narayanan R

Materials ◽  
2021 ◽  
Vol 14 (16) ◽  
pp. 4599
Author(s):  
Kinga Korniejenko ◽  
Michał Łach ◽  
Janusz Mikuła

The aim of the article is to analyze the influence of short coir, glass and carbon fiber admixture on the mechanical properties of fly ash-based geopolymer, such as: flexural and compressive strength. Glass fiber and carbon fibers have been chosen due to their high mechanical properties. Natural fibers have been chosen because of their mechanical properties as well as for the sake of comparison between their properties and the properties of the artificial ones. Fourth series of fly ash-based geopolymers for each fiber was cast: 1, 2, and 5% by weight of fly ash and one control series without any fibers. Each series of samples were tested on flexural and compressive strength after 7, 14, and 28 days. Additionally, microstructural analysis was carried out after 28 days. The results have shown an increase in compressive strength for composites with fibers—an improvement in properties between 25.0% and 56.5% depending on the type and amount of fiber added. For bending strength, a clear increase in the strength value is visible for composites with 1 and 2% carbon fibers (62.4% and 115.6%). A slight increase in flexural strength also occurred for 1% addition of glass fiber (4.5%) and 2% addition of coconut fibers (5.4%). For the 2% addition of glass fibers, the flexural strength value did not change compared to the value obtained for the matrix material. For the remaining fiber additions, i.e., 5% glass fiber as well as 1 and 5% coconut fibers, the flexural strength values deteriorated. The results of the research are discussed in a comparative context and the properties of the obtained composites are juxtaposed with the properties of the standard materials used in the construction industry.


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