The Effect of Kevlar Fibers on the Mechanical Properties of Lightweight Perlite Concrete
Received: 23 November 2023 | Revised: 10 December 2023 and 14 December 2023 | Accepted: 18 December 2023 | Online: 8 February 2024
Corresponding author: Mohammed Al-Daraji
Abstract
Fiber-reinforced concrete contains a fibrous material that increases its structural cohesion. The use of separate short fibers distributed in a random direction improves the strength of Lightweight Concrete (LWC) without exceeding its upper-density limit, improving its high fragility and mechanical properties compared to Natural-Weight Concrete (NWC). This study investigated the effect of adding Kevlar 49 fibers with three percentages of cement weight, 0.5, 1, and 1.5%, on the workability, dry density, and tensile and compressive strength of LWC. The use of Kevlar fibers in different proportions improves mechanical properties, significantly increases durability, and reduces the workability of LWC. The increase in compressive strength when adding 0.5% fibers was 19 and 15% and when adding 1% was 10 and 6%, after 7 and 28 days, respectively. At 1.5%, after 7 and 28 days, there was a decrease in compressive strength due to fiber agglomeration. Additionally, increasing the fiber dose from the optimal value caused a sharp decrease in workability by 37-40%.
Keywords:
lightweight concrete, expanded perlite aggregate, silica fume, kevlar fibersDownloads
References
K. C. Thienel, T. Haller, and N. Beuntner, "Lightweight Concrete—From Basics to Innovations," Materials, vol. 13, no. 5, Jan. 2020, Art. no. 1120.
S. M. Selman and Z. K. Abbas, "The Use of Lightweight Aggregate in Concrete: A Review," Journal of Engineering, vol. 28, no. 11, pp. 1–13, Nov. 2022.
T. W. Bremner, "8 - Lightweight concrete," in Developments in the Formulation and Reinforcement of Concrete, S. Mindess, Ed. Woodhead Publishing, 2008, pp. 167–186.
N. M. Fawzi and Q. J.-A. Hachim, "The Effect of Different Types of Aggregate and Additives on the Properties of Self-Compacting Lightweight Concrete," Journal of Engineering, vol. 18, no. 8, 2012.
P. L. Owens and J. B. Newman, "Lightweight aggregate manufacture," in Advanced Concrete Technology 1: Constituent Materials, J. Newman and B. S. Choo, Eds. Oxford, UK: Butterworth-Heinemann, 2003.
N. M. Fawzi, K. I. Aziz, and S. M. Hama, "Effect of Metakaolin on Properties of Lightweight Porcelinate Aggregate Concrete," Journal of Engineering, vol. 19, no. 4, 2013.
B. González-Fonteboa, F. Martínez-Abella, R. Rodríguez-Álvaro, E. Rey-Bouzón, S. Seara-Paz, and M. F. Herrador, "3 - Use of coal bottom ash and other waste as fine aggregates in lightweight cement-based materials," in Waste and Byproducts in Cement-Based Materials, J. de Brito, C. Thomas, C. Medina, and F. Agrela, Eds. Woodhead Publishing, 2021, pp. 53–87.
A. W. Ali and N. M. Fawzi, "Production of Light Weight Foam Concrete with Sustainable Materials," Engineering, Technology & Applied Science Research, vol. 11, no. 5, pp. 7647–7652, Oct. 2021.
A. K. Ahmed, M. A. Alwan, and A. J. Farhan, "Effect of Using Nano-Silica with Carbon/Kevlar Fiber Reinforced Epoxy on Energy Observation of Toughness," International Journal on "Technical and Physical Problems of Engineering," vol. 15, no. 1, pp. 241–247, 2023.
A. S. Salah Alden and A. I. AL-Hadethi, "The Influence of Waste Plastic Fiber on the Characteristics of Light Weight Concrete with Expanded Polystyrene (EPS) as Aggregate," Journal of Engineering, vol. 29, no. 08, pp. 16–26, Aug. 2023.
M. A. E. Zareef, "An Experimental and Numerical Analysis of the Flexural Performance of Lightweight Concrete Beams reinforced with GFRP Bars," Engineering, Technology & Applied Science Research, vol. 13, no. 3, pp. 10776–10780, Jun. 2023.
Z. Ghuraibaw and S. Naimi, "Modeling and Designing Concrete with Steel Fibers to Improve Multiple-Ribbed Slabs," International Journal on "Technical and Physical Problems of Engineering," vol. 15, no. 1, pp. 309–317, 2023.
R. M. Abbas and R. K. Rakaa, "Structural Performance of Lightweight Fiber Reinforced Polystyrene Aggregate Self-Compacted Concrete Beams," Engineering, Technology & Applied Science Research, vol. 13, no. 5, pp. 11865–11870, Oct. 2023.
M. Badawi, A. G. Ahmed, T. A. Eldamaty, and M. M. Helal, "The Effect of Polypropylene Fibers on the Fracture Characteristics of Lightweight Aggregate Crumb Rubber Concrete Composites," Engineering, Technology & Applied Science Research, vol. 13, no. 3, pp. 10638–10645, Jun. 2023.
K. Rahmani, S. Piroti, and M. Ghameian, "Analysis of the Effect of Kevlar Fibers on Abrasion Resistance, Flexural Strength and Hydraulic Conductivity Coefficient of Silica Fume Concretes," Iranian Journal of Science and Technology, Transactions of Civil Engineering, vol. 44, no. 2, pp. 669–674, Jun. 2020.
Y. F. Li, Y. R. Huang, J. Y. Syu, Y. K. Tsai, and C. H. Huang, "A study on mechanical behavior of Kevlar fiber reinforced concrete under static and high-strain rate loading," International Journal of Protective Structures, vol. 14, no. 3, pp. 407–437, Sep. 2023.
R. Prakash, S. N. Raman, C. Subramanian, and N. Divyah, "6 - Eco-friendly fiber-reinforced concretes," in Handbook of Sustainable Concrete and Industrial Waste Management, F. Colangelo, R. Cioffi, and I. Farina, Eds. Woodhead Publishing, 2022, pp. 109–145.
"Standard Specification for Lightweight Aggregates for Structural Concrete," American Society for Testing and Materials, West Conshohocken, PA, USA, Standard ASTM C330/C330M-09, 2009. [Online]. Available: https://www.astm.org/c0330_c0330m-09.html.
"Standard Test Method for Determining Density of Structural Lightweight Concrete," American Society for Testing and Materials, West Conshohocken, PA, USA, Standard ASTM C567, 2005.
"Standard Test Method for Splitting Tensile Strength of Cylindrical Concrete Specimens," American Society for Testing and Materials, West Conshohocken, PA, USA, Standard ASTM C496/C496M-17, 2017. [Online]. Available: https://www.astm.org/c0496_c0496m-17.html.
"Standard Specification for Lightweight Aggregates for Insulating Concrete," American Society for Testing and Materials, West Conshohocken, PA, USA, Standard ASTMC332-17, 2017. [Online]. Available: https://www.astm.org/c0332-17.html.
"Standard Specification for Chemical Admixtures for Concrete," American Society for Testing and Materials, West Conshohocken, PA, USA, Standard ASTM C494/C494M-17, 2017. [Online]. Available: https://www.astm.org/c0494_c0494m-17.html.
"Standard Specification for Silica Fume Used in Cementitious Mixtures," American Society for Testing and Materials, West Conshohocken, PA, USA, Standard ASTM C1240-15, 2015. [Online]. Available: https://www.astm.org/c1240-15.html.
"Standard Practice for Selecting Proportions for Structural Lightweight Concrete (Reapproved 2004)," American Concrete Institute, Farmington Hills, MI, USA, Standard 211.2–98, 1998.
"Standard Test Method for Flow of Hydraulic Cement Mortar," American Society for Testing and Materials, West Conshohocken, PA, USA, Standard ASTM C1437-20, 2020. [Online]. Available: https://www.astm.org/c1437-20.html.
"Standard Test Method for Determining Density of Structural Lightweight Concrete," American Society for Testing and Materials, West Conshohocken, PA, USA, Standard ASTM C567, 2005.
N. M. F. A. Jalawi, "Quality Control of Production Lightweight Ferrocement Plate Using Sustainable Materials," Key Engineering Materials, vol. 857, pp. 10–14, 2020.
A. H. Jerry and N. M. Fawzi, "The effect of using polyolefin fiber on some properties of slurry-infiltrated fibrous concrete," Journal of the Mechanical Behavior of Materials, vol. 31, no. 1, pp. 170–176, Jan. 2022.
A. Ali, Z. Soomro, S. Iqbal, N. Bhatti, and A. F. Abro, "Comparison of Mechanical Properties of Lightweight and Normal Weight Concretes Reinforced with Steel Fibers," Engineering, Technology & Applied Science Research, vol. 8, no. 2, pp. 2741–2744, Apr. 2018.
N. M. F. Aljalawi, "Effect of sustainable palm fiber on high strength concrete properties," IOP Conference Series: Materials Science and Engineering, vol. 518, no. 2, Feb. 2019, Art. no. 022004.
Downloads
How to Cite
License
Copyright (c) 2024 Nada Al-Jilawi, Mohammed Al-Daraji
This work is licensed under a Creative Commons Attribution 4.0 International License.
Authors who publish with this journal agree to the following terms:
- Authors retain the copyright and grant the journal the right of first publication with the work simultaneously licensed under a Creative Commons Attribution License that allows others to share the work with an acknowledgement of the work's authorship and initial publication in this journal.
- Authors are able to enter into separate, additional contractual arrangements for the non-exclusive distribution of the journal's published version of the work (e.g., post it to an institutional repository or publish it in a book), with an acknowledgement of its initial publication in this journal.
- Authors are permitted and encouraged to post their work online (e.g., in institutional repositories or on their website) after its publication in ETASR with an acknowledgement of its initial publication in this journal.