Some properties of SIFCON made by reactive powder
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Abstract
This study is important to reduce environmental pollution by reducing CO2 emissions associated with cement production, which is used as a bonding material in the concrete industry; it has been replaced by slag or other geopolymer materials. This study aims to explain the manufacturing of SIFCON concrete using slag as a base material. Two types of fibers (hooked steel fiber and straight steel fiber) are used in different ratios: 5%, 10%, and 15%. Each type of fiber was utilized separately, while the third type was combined with both. The flow table test was used to select the suitable mix design. Several tests were conducted (compression strength test, Water absorption test, and Abrasion resistance test) after 28 days. The highest compressive strength was achieved with a 10% inclusion of micro steel fibers, while the water absorption was negatively affected. Achieve the highest abrasion resistance by using 10% of hooked.
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References
P. Shrestha, M.Sc. Theses, The University of Texas at Arlington, 2014.
A. H. Jerry and N. M. Fawzi, The effect of using different fibres on the impact-resistance of slurry infiltrated fibrous concrete (SIFCON), Journal of the Mechanical Behavior of Materials 31 (1), 135-142 2022.
R. Sonone, S. Sharma and H. Sharma, SIFCON-A High Performance Concrete-Experimental Investigations, International Journal of Innovative Technology and Exploring Engineering (IJITEE) 10 (2), 109-112, 2020.
Dalya H. Hameed, Mays F. Alrubaie, Shakir Salih, Galib M. Habeeb, Waleed A. Abbas,“Slurry Infiltrated Fiber Concrete as Sustainable Solution for Defected Buildings” Engineering and Technology Journal. 2019.
A. M. Najeeb and N. M. Fawzi, Effect of Distributing Steel Fibers on Some Properties of Slurry Infiltrated Fiber Concrete, Journal of Engineering 28 (4), 64-76, 2022.
D. D. Burduhos Nergis, M. M. A. B. Abdullah, P. Vizureanu and M. F. M. Tahir, Geopolymers and Their Uses: Review, IOP Conference Series: Materials Science and Engineering 374 (1), 012019 ,2018.
Abhay V. Nakum a,* , N.K. Arora b. “Fresh and mechanical characterization of fly ash/slag by incorporating steel fiber in self-compacted geopolymer concrete” Construction and Building Material, 2023.
M. R. Wani, G. Mehta and A. Garg, EFFECT OF GGBFS ON FRESH AND HARDENED PROPERTIES OF SELF-COMPACTING GEOPOLYMER CONCRETE CURED AT AMBIENT TEMPERATURE, European Chemical Bulletin 12 (5), 4805-4814, 2023.
Ola A. Mayhoub a,b, El-Sayed A.R. Nasr a , Yehia Ali a , Mohamed Kohail,” Properties of slag based geopolymer reactive powder concrete”, Ain Shams Engineering Journal 12 (2021) 99–105.
ASTM_C989, Standard Specification for Slag Cement for Use in Concrete and Mortars, American Standard test method (2009).
ASTM_C33, Standard Specification for Concrete Aggregates, American Standard test method (2008).
ASTM C494/C494M-17, A.S.f.T. and Materials., "Standard specification for chemical admixtures for concrete". 2017: ASTM International.
A. A. 820, Steel Fibers for Fiber-Reinforced Concrete, American Standard test method (2004).
ASTM_C230, Standard Specification for Flow Table for Use in Tests of Hydraulic Cement, American Standard test method 2008.
EN12390-3, Testing Hardened Concrete-part 3: Compressive Strength of test specimen, European Standards 2019.
ASTM C642, Standard Test Method for Density, Absorption, and Voids in Hardened Concrete, (1997).
BS. EN-1338: 2003, "Testing of concrete paving blocks the BS EN 1338: 2003 British and European Standard Code". Teknik, 29(2): p. 80-84, 2003.
M. G. Krishnan and D. Elavarasi, Experimental study on slurry infiltrated fibrous concrete with sand replaced by Msand, International Journal of Engineering Research & Technology 3 (1), 534-537 2014.
R. Giridhar, P. Rama and M. Rao, Determination of mechanical properties of slurry infiltrated concrete (SIFCON), International Journal for Technological Research in Engineering 2 (7), 1366-1368 (2015).
A. K. Gurav and K. Prakash, A Study on the Effect of Alternate Wetting and Drying on the Strength Properties of SIFCON Produced from Waste Coiled Steel Fibres, NBMCW Technology Belgaum, Karnataka 1 (1) 2012.
C. X. Qian and P. Stroeven, Development of hybrid polypropylene-steel fibre-reinforced concrete, Cement and Concrete Research 30 (1), 63-69, 2000.
H. A. Hamed and Z. W. Abass, EFFECT OF STEEL FIBER PROPORTION ON SIFCON MECHANICAL PROPERTIES, Journal of Engineering and Sustainable Development 26 (1), 55-63, 2022.
Vassou, V., N. Short, and R. Kettle, "Microstructural investigations into the abrasion resistance of fiber-reinforced concrete floors". Journal of materials in civil engineering, 20(2): p. 157-168, 2008.