Optimizing of the Cementitious Composite Matrix by Addition of Steel Wool Fibers (Chopped) Based on Physical and Mechanical Analysis

The demand for durable, resistant, and high-strength structural material has led to the use of fibers as reinforcing elements. This paper presents an investigation into the inclusion of chopped steel wool fibers (CSWFs) in cement to form a high-flexural strength cementitious composite matrix (CCM)....

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Main Authors: Akrm A Rmdan Amer, Mohd Mustafa Al Bakri Abdullah, Yun Ming Liew, Ikmal Hakem A Aziz, Jerzy J. Wysłocki, Muhammad Faheem Mohd Tahir, Wojciech Sochacki, Sebastian Garus, Joanna Gondro, Hetham A. R. Amer
Format: Article
Language:English
Published: MDPI AG 2021-02-01
Series:Materials
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Online Access:https://www.mdpi.com/1996-1944/14/5/1094
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author Akrm A Rmdan Amer
Mohd Mustafa Al Bakri Abdullah
Yun Ming Liew
Ikmal Hakem A Aziz
Jerzy J. Wysłocki
Muhammad Faheem Mohd Tahir
Wojciech Sochacki
Sebastian Garus
Joanna Gondro
Hetham A. R. Amer
author_facet Akrm A Rmdan Amer
Mohd Mustafa Al Bakri Abdullah
Yun Ming Liew
Ikmal Hakem A Aziz
Jerzy J. Wysłocki
Muhammad Faheem Mohd Tahir
Wojciech Sochacki
Sebastian Garus
Joanna Gondro
Hetham A. R. Amer
author_sort Akrm A Rmdan Amer
collection DOAJ
description The demand for durable, resistant, and high-strength structural material has led to the use of fibers as reinforcing elements. This paper presents an investigation into the inclusion of chopped steel wool fibers (CSWFs) in cement to form a high-flexural strength cementitious composite matrix (CCM). CSWFs were used as the primary reinforcement in CCM at increments of 0.5 wt%, from 0.5–6 wt%, with ratios of cement to sand of 1:1.5 and water to cement of 0.45. The inclusion of CSWFs resulted in an excellent optimization of the physicomechanical properties of the CCM, such as its density (2.302 g/cm<sup>3</sup>), compressive strength (61.452 MPa), and maximum flexural strength (10.64 MPa), all of which exceeded the performances of other reinforcement elements reported in the literature.
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spelling doaj.art-52d06f736aeb457baed8d76b560cbaad2023-12-11T18:37:36ZengMDPI AGMaterials1996-19442021-02-01145109410.3390/ma14051094Optimizing of the Cementitious Composite Matrix by Addition of Steel Wool Fibers (Chopped) Based on Physical and Mechanical AnalysisAkrm A Rmdan Amer0Mohd Mustafa Al Bakri Abdullah1Yun Ming Liew2Ikmal Hakem A Aziz3Jerzy J. Wysłocki4Muhammad Faheem Mohd Tahir5Wojciech Sochacki6Sebastian Garus7Joanna Gondro8Hetham A. R. Amer9Geopolymer & Green Technology, Centre of Excellence (CEGeoGTech), Universiti Malaysia Perlis (UniMAP), Perlis 01000, MalaysiaGeopolymer & Green Technology, Centre of Excellence (CEGeoGTech), Universiti Malaysia Perlis (UniMAP), Perlis 01000, MalaysiaGeopolymer & Green Technology, Centre of Excellence (CEGeoGTech), Universiti Malaysia Perlis (UniMAP), Perlis 01000, MalaysiaGeopolymer & Green Technology, Centre of Excellence (CEGeoGTech), Universiti Malaysia Perlis (UniMAP), Perlis 01000, MalaysiaDepartment of Physics, Częstochowa University of Technology, 42-201 Częstochowa, PolandGeopolymer & Green Technology, Centre of Excellence (CEGeoGTech), Universiti Malaysia Perlis (UniMAP), Perlis 01000, MalaysiaFaculty of Mechanical Engineering and Computer Science, Częstochowa University of Technology, 42-201 Częstochowa, PolandFaculty of Mechanical Engineering and Computer Science, Częstochowa University of Technology, 42-201 Częstochowa, PolandDepartment of Physics, Częstochowa University of Technology, 42-201 Częstochowa, PolandCivil Engineering Department, Omar Al Mukhtar Universiti, Al Baida 991, LibyaThe demand for durable, resistant, and high-strength structural material has led to the use of fibers as reinforcing elements. This paper presents an investigation into the inclusion of chopped steel wool fibers (CSWFs) in cement to form a high-flexural strength cementitious composite matrix (CCM). CSWFs were used as the primary reinforcement in CCM at increments of 0.5 wt%, from 0.5–6 wt%, with ratios of cement to sand of 1:1.5 and water to cement of 0.45. The inclusion of CSWFs resulted in an excellent optimization of the physicomechanical properties of the CCM, such as its density (2.302 g/cm<sup>3</sup>), compressive strength (61.452 MPa), and maximum flexural strength (10.64 MPa), all of which exceeded the performances of other reinforcement elements reported in the literature.https://www.mdpi.com/1996-1944/14/5/1094steel wool fiberchopped fibercement composite
spellingShingle Akrm A Rmdan Amer
Mohd Mustafa Al Bakri Abdullah
Yun Ming Liew
Ikmal Hakem A Aziz
Jerzy J. Wysłocki
Muhammad Faheem Mohd Tahir
Wojciech Sochacki
Sebastian Garus
Joanna Gondro
Hetham A. R. Amer
Optimizing of the Cementitious Composite Matrix by Addition of Steel Wool Fibers (Chopped) Based on Physical and Mechanical Analysis
Materials
steel wool fiber
chopped fiber
cement composite
title Optimizing of the Cementitious Composite Matrix by Addition of Steel Wool Fibers (Chopped) Based on Physical and Mechanical Analysis
title_full Optimizing of the Cementitious Composite Matrix by Addition of Steel Wool Fibers (Chopped) Based on Physical and Mechanical Analysis
title_fullStr Optimizing of the Cementitious Composite Matrix by Addition of Steel Wool Fibers (Chopped) Based on Physical and Mechanical Analysis
title_full_unstemmed Optimizing of the Cementitious Composite Matrix by Addition of Steel Wool Fibers (Chopped) Based on Physical and Mechanical Analysis
title_short Optimizing of the Cementitious Composite Matrix by Addition of Steel Wool Fibers (Chopped) Based on Physical and Mechanical Analysis
title_sort optimizing of the cementitious composite matrix by addition of steel wool fibers chopped based on physical and mechanical analysis
topic steel wool fiber
chopped fiber
cement composite
url https://www.mdpi.com/1996-1944/14/5/1094
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