Study some Mechanical and Thermal Properties of reinforced Perlite Concrete

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Expanded perlite as an aggregate in concrete may make insulating concrete and fire-resistant suitable for roof decks and other purposes. Expanded perlite aggregate (EPA) may be used with gypsum plasters and Portland cement to protect columns, beams, and external applications. Other building uses are chimney linings, under-floor insulation, ceiling tiles, gypsum boards, and roof insulation boards. The primary goal of this research is to learn more about the effects of employing perlite aggregate (EPA) as a partial or complete substitute for sand on various characteristics of expanded perlite concrete (EPC) at 7 and 28 days. Air-dry density, compressive strength, water absorption, flexural strength, and thermal conductivity are all investigated in this research. EPA replacement by volume of sand was used to create five EPC mixes with 0%, 25 %, 50 %, %, and 100%. The effects of introducing 0.5% polypropylene fiber on the characteristics of EPC mixes were investigated. To increase the EPC workability, superplasticizer was utilized, particularly at the higher EPA replacement levels. The test outcomes reveal that the measured mechanical and physical properties of EPC decrease when increasing the EPA content. Thermal insulation of EPC increases with increasing the percentage of perlite aggregate replacement. In addition, using polypropylene fibers in the EPC specimens cause a slight reduction in density, compressive strength, and thermal conductivity compared to unreinforced specimens. Polypropylene fibers significantly increase in modulus of rupture reach 29% at 28 days, and increase in water absorption compared with unreinforced specimens.

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233-242

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June 2022

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© 2022 Trans Tech Publications Ltd. All Rights Reserved

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[1] U. Shahzad, Global Warming: Causes, Effects, and Solutions,, Durreesamin Journal, vol. 1, (2015).

Google Scholar

[2] M. Jedidi, O. Benjeddou, and C. Soussi, Effect of expanded perlite aggregate dosage on properties of lightweight concrete,, Jordan Journal of Civil Engineering, vol. 9, (2015).

Google Scholar

[3] A. G. Celik, A. M. Kilic, and G. O. Cakal, Expanded perlite aggregate characterization for use as a lightweight construction raw material,, Physicochemical Problems of Mineral Processing, vol. 49, (2013) pp.689-700.

Google Scholar

[4] Nahhas, T. M., Flexural Behavior and Ductility of Reinforced Lightweight Concrete Beams with Polypropylene Fiber,, Journal of Construction Engineering and Management, Vol. 1, No. 1, , (2013) pp.4-10.

Google Scholar

[5] Salih, Sh. A., and AL-Azaawee, M. E., Effect of Polypropylene Fibers on Properties of Mortar Containing Crushed Brick as Aggregate,, Eng.&Tech Journal, Vol. 26, No. 12, (2008).

Google Scholar

[6] Bagherzadeh, R., Pakravan, H., Sadeghi, A., Latifi, M., and Merti, A. A., An Investigation on Adding Polypropylene Fiber to Reinforce Lightweight Cement Composite (LWC),, Journal of Engineered Fibers and Fabrics Issue 4, No. 13, Vol. 7, (2012) p.13.

DOI: 10.1177/155892501200700410

Google Scholar

[7] Iraq standard specification (IQS) No.5,"Portland cement", Baghdad ,8p.,, (1984).

Google Scholar

[8] Iraq standard specification (IQS) No.45, "Natural sources of aggregate used in building and concrete",Baghdad ,13p.,, (1984).

Google Scholar

[9] ASTM C 494-05, "Standard Specification for Chemical Admixtures for Concrete", American Society for Testing and Material International.,, (2005).

Google Scholar

[10] ASTM C 1116-97, "Standard Specification for Fiber-Reinforced Concrete and Shotcrete", American Society for Testing and Material International.,, (1997).

Google Scholar

[11] ASTM C 305-02, "Standard practice for mechanical mixing of hydraulic cement pastes and mortars of plastic consistency". American Society for Testing and Material International, 1-3.,, (2002).

DOI: 10.1520/c0305-99

Google Scholar

[12] ASTM C 1437-03. , "Standard test method for flow of hydraulic cement mortar",American Society for Testing and Material International 1-2.,, (2003).

Google Scholar

[13] ASTM C 642-1997, "Standard Test Method for Density, Absorption, and Voids in Hardened Concrete,, Vol. 4.2, (1997) pp.1-3.

Google Scholar

[14] ASTM C 109/C 109M-05., "Standard test method for compressive strength of hydraulic cement mortars using 50-mm cube specimens,, American Society for Testing and Material International, (2005) pp.1-9.

DOI: 10.1520/c0109_c0109m-20

Google Scholar

[15] ASTM C 293-02, "Standard test methods for flexural strength of concrete (using simple beam with center-point loading),, American Society for Testing and Material International, (2002), pp.1-9.

Google Scholar

[16] A. T. Zween, Performance of Lightweight Aggregate Concrete Incorporating Fiber Exposed to Elevated Temperature,, PhD, Building and Construction Engineering Department, University of Technology, Baghdad, Iraq, (2008).

Google Scholar

[17] M. A. Ali, The Possibility of Produce Self Compacted Polystyrene Concrete,, Journal of Engineering and Development, vol. 16, (2012) pp.127-135.

Google Scholar

[18] S. M. Dh., Properties of Polypropylene Fiber Reinforced High Performance Lightweight Aggregate Concrete,, MSc University of Technology, Baghdad, Iraq, (2015).

Google Scholar

[19] W. V. Liu, D. B. Apel, and V. S. Bindiganavile, Thermal properties of lightweight dry-mix shotcrete containing expanded perlite aggregate,, Cement and Concrete Composites, vol. 53, (2014) pp.44-51.

DOI: 10.1016/j.cemconcomp.2014.06.003

Google Scholar