Effect of shrinkage on rapid hardening plain and recycled steel fibre concrete overlays

Author(s):  
Hajir Al-musawi ◽  
Haidong Huang ◽  
Matteo Di Benedetti ◽  
Maurizio Guadagnini ◽  
Kypros Pilakoutas
2019 ◽  
Vol 197 ◽  
pp. 369-384 ◽  
Author(s):  
Hajir Al-musawi ◽  
Fabio P. Figueiredo ◽  
Maurizio Guadagnini ◽  
Kypros Pilakoutas

2020 ◽  
Vol 168 ◽  
pp. 00018
Author(s):  
Kassym Yelemessov ◽  
Leonid Krupnik ◽  
Sayin Bortebayev ◽  
Bauyirzhan Beisenov ◽  
Dinara Baskanbayeva ◽  
...  

The paper describes the results of investigations on application of composite materials – polymer concrete and fibre concrete for manufacture gear cases of mechanisms used in mining and metallurgical industry centrifugal pump casings. The methods of establishing efficient compositions of polymer concrete and fibre concrete, based on a filler with gapped grading in which the pinholes in coarse fractions are filled with smaller fractions have been developed. After hardening, such mixtures have the strength 1.5...2 times higher than the items made of metal. The efficient additive of steel fibre to fibre concrete has been identified which improves the strength characteristics. The regularities of the impact on the strength and structure of polymer concrete and fibre concrete of the rotation frequency of the working element of the mixer and time of mixing the mixture components are identified. TS-250 gear and centrifugal pump casings are made by casting method and are tested on a test bed. The results obtained make it possible for us to recommend the developed compositions of polymer concrete and fibre concrete for application in engineering industry to manufacture gear and centrifugal pump casings.


2017 ◽  
Vol 259 ◽  
pp. 25-29
Author(s):  
Vladimír Suchánek ◽  
Matěj Slováček

This report deals with the description of development of waterproof steel fibre reinforced concrete (suitable for concrete lining of tunnel constructions in particular) in cooperation with the concrete supplier. With regard to newly released documents, two formulas of waterproof concrete supplemented with steel and polypropylene fibres were suggested. The formulas were designed according to different approaches (standards / Austrian Directive), and they differ only in various weight doses of the individual components. With regard to the general requirements for the tunnel lining (fire resistance tests, chemical stability, strength, impermeability and adhesion), strength and plastic properties, durability parameters (depth of penetration of water under pressure, depth of penetration of standing water, frost resistance, resistance of cement concrete surface to water and defrosting chemicals, depth of penetration of chloride) and the resistance to extreme thermal stress were determined in both the formulas. Standardized tests and non-standard testing have been completed.


Sign in / Sign up

Export Citation Format

Share Document