Experimental investigation of chopped steel wool fiber at various ratio reinforced cementitious composite panels
The flexural toughness of chopped steel wool fiber reinforced cementitious composite panels was investigated. Reinforced cementitious composite panels were produced by mixing of chopped steel wool fiber with a ratio range between 0.5% to 6.0% and 0.5% as a step increment of the total mixture weight,...
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| Format: | Article |
| Language: | English |
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Polish Academy of Sciences
2021-09-01
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| Series: | Archives of Civil Engineering |
| Subjects: | |
| Online Access: | https://journals.pan.pl/Content/120663/PDF/37_ACE-00052_A4v3.pdf |
| _version_ | 1798040811542151168 |
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| author | Akrm A. Rmdan Amer Mohd Mustafa Al Bakri Abdullah Yun Ming Liew Ikmal Hakem A. Aziz Muhammad Faheem Mohd Tahir Shayfull Zamree Abd Rahim Hetham A.R. Amer |
| author_facet | Akrm A. Rmdan Amer Mohd Mustafa Al Bakri Abdullah Yun Ming Liew Ikmal Hakem A. Aziz Muhammad Faheem Mohd Tahir Shayfull Zamree Abd Rahim Hetham A.R. Amer |
| author_sort | Akrm A. Rmdan Amer |
| collection | DOAJ |
| description | The flexural toughness of chopped steel wool fiber reinforced cementitious composite panels was investigated. Reinforced cementitious composite panels were produced by mixing of chopped steel wool fiber with a ratio range between 0.5% to 6.0% and 0.5% as a step increment of the total mixture weight, where the cement to sand ratio was 1:1.5 with water to cement ratio of 0.45. The generated reinforced cementitious panels were tested at 28 days in terms of load-carrying capacity, deflection capacities, post-yielding effects, and flexural toughness. The inclusion of chopped steel wool fiber until 4.5% resulted in gradually increasing load-carrying capacity and deflection capacities while, provides various ductility, which would simultaneously the varying of deflection capability in the post-yielding stage. Meanwhile, additional fiber beyond 4.5% resulted in decreased maximum load-carrying capacity and increase stiffness at the expense of ductility. Lastly, the inclusion of curves gradually. |
| first_indexed | 2024-04-11T22:12:48Z |
| format | Article |
| id | doaj.art-9ee7fa6c22354d1fbbc8ede9c898d78a |
| institution | Directory Open Access Journal |
| issn | 2300-3103 |
| language | English |
| last_indexed | 2024-04-11T22:12:48Z |
| publishDate | 2021-09-01 |
| publisher | Polish Academy of Sciences |
| record_format | Article |
| series | Archives of Civil Engineering |
| spelling | doaj.art-9ee7fa6c22354d1fbbc8ede9c898d78a2022-12-22T04:00:31ZengPolish Academy of SciencesArchives of Civil Engineering2300-31032021-09-01vol. 67No 3661671https://doi.org/10.24425/ace.2021.138076Experimental investigation of chopped steel wool fiber at various ratio reinforced cementitious composite panelsAkrm A. Rmdan Amer0https://orcid.org/0000-0001-7002-2721Mohd Mustafa Al Bakri Abdullah1https://orcid.org/0000-0002-9779-8586Yun Ming Liew2https://orcid.org/0000-0001-6600-4969Ikmal Hakem A. Aziz3https://orcid.org/0000-0002-2152-8918Muhammad Faheem Mohd Tahir4Shayfull Zamree Abd Rahim5https://orcid.org/0000-0002-1458-9157Hetham A.R. Amer6https://orcid.org/0000-0002-9177-9229Geopolymer & Green Technology, Center of Excellence (CEGeoGTech), Universiti Malaysia Perlis (UniMAP), Perlis, MalaysiaFaculty of Chemical Engineering Technology, Universiti Malaysia Perlis, MalaysiaFaculty of Chemical Engineering Technology, Universiti Malaysia Perlis, MalaysiaGeopolymer & Green Technology, Center of Excellence (CEGeoGTech), Universiti Malaysia Perlis (UniMAP), Perlis, MalaysiaFaculty of Chemical Engineering Technology, Universiti Malaysia Perlis, MalaysiaFaculty of Mechanical Engineering Technology, Universiti Malaysia Perlis (UniMAP), Perlis, MalaysiaOmar Al-Mukhtar Universiti, Civil Engineering Department, LibyaThe flexural toughness of chopped steel wool fiber reinforced cementitious composite panels was investigated. Reinforced cementitious composite panels were produced by mixing of chopped steel wool fiber with a ratio range between 0.5% to 6.0% and 0.5% as a step increment of the total mixture weight, where the cement to sand ratio was 1:1.5 with water to cement ratio of 0.45. The generated reinforced cementitious panels were tested at 28 days in terms of load-carrying capacity, deflection capacities, post-yielding effects, and flexural toughness. The inclusion of chopped steel wool fiber until 4.5% resulted in gradually increasing load-carrying capacity and deflection capacities while, provides various ductility, which would simultaneously the varying of deflection capability in the post-yielding stage. Meanwhile, additional fiber beyond 4.5% resulted in decreased maximum load-carrying capacity and increase stiffness at the expense of ductility. Lastly, the inclusion of curves gradually.https://journals.pan.pl/Content/120663/PDF/37_ACE-00052_A4v3.pdfsteel fiberschopped steel wool fibercementitious composites panelsload carrying capacity |
| spellingShingle | Akrm A. Rmdan Amer Mohd Mustafa Al Bakri Abdullah Yun Ming Liew Ikmal Hakem A. Aziz Muhammad Faheem Mohd Tahir Shayfull Zamree Abd Rahim Hetham A.R. Amer Experimental investigation of chopped steel wool fiber at various ratio reinforced cementitious composite panels Archives of Civil Engineering steel fibers chopped steel wool fiber cementitious composites panels load carrying capacity |
| title | Experimental investigation of chopped steel wool fiber at various ratio reinforced cementitious composite panels |
| title_full | Experimental investigation of chopped steel wool fiber at various ratio reinforced cementitious composite panels |
| title_fullStr | Experimental investigation of chopped steel wool fiber at various ratio reinforced cementitious composite panels |
| title_full_unstemmed | Experimental investigation of chopped steel wool fiber at various ratio reinforced cementitious composite panels |
| title_short | Experimental investigation of chopped steel wool fiber at various ratio reinforced cementitious composite panels |
| title_sort | experimental investigation of chopped steel wool fiber at various ratio reinforced cementitious composite panels |
| topic | steel fibers chopped steel wool fiber cementitious composites panels load carrying capacity |
| url | https://journals.pan.pl/Content/120663/PDF/37_ACE-00052_A4v3.pdf |
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