Impact response of cementitious composites incorporating waste glass and untreated PVA fibers
Significant amount of literature studies revealed possible opportunities to recycle waste glass (WG) in concrete construction as a filler material or as a cement substitution. The aim of this study is to evaluate the possibility silica sand replacement by fine waste glass (WG), partially or complete...
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my.uniten.dspace-362522025-03-03T15:41:42Z Impact response of cementitious composites incorporating waste glass and untreated PVA fibers Abid S.R. Mhalhal J.A. Murali G. Kadhum A.L. Ali S.H. 56548386400 57210860280 57203952839 57213172990 57213170866 Compressive strength Glass fibers Impact strength Silica sand Tensile strength Tensile testing Cementitious composites Low-cost PVA fiber Low-costs Mechanical Partial replacement Property PVA fiber Recycled glass aggregates Repeated impact Waste glass Significant amount of literature studies revealed possible opportunities to recycle waste glass (WG) in concrete construction as a filler material or as a cement substitution. The aim of this study is to evaluate the possibility silica sand replacement by fine waste glass (WG), partially or completely, and to investigate its particular effect on repeated impact strength of cementitious composites. Four plain mixtures and four similar mixtures reinforced with low-cost untreated PVA fibers were tested. The first mixture of each group included no WG, while the WG replacement ratios of the other three mixtures were 30, 60 and 100%. The repeated impact testing setup recommended by the ACI 544-2R was the main investigated mechanical property, while compressive strength and splitting tensile strength were also tested for the produced mixtures. The test results indicated a positive effect for the PVA fibers on the mechanical properties. The incorporation of WG improved the compressive strength of plain mixtures by approximately 4?10% but negatively affected the fibrous mixtures, while it decreased the splitting tensile strength for all mixtures by approximately 2?12%. Using WG increased the impact strength for all mixtures with percentage increases ranged from 2 to 62% for plain mixtures and 2?24% for fibrous mixtures. The best results of highest strength increment or lowest decrement were obtained for WG replacement ratios of 30 and 60%. The dual action of WG and the low-cost PVA fibers reduced the gain or increased the loss in the mechanical properties. Finally, considering all obtained results, it can be concluded that the positive effects of WG surpass its negative effects. ? 2024 The Authors Final 2025-03-03T07:41:42Z 2025-03-03T07:41:42Z 2024 Article 10.1016/j.jmrt.2024.11.186 2-s2.0-85209720966 https://www.scopus.com/inward/record.uri?eid=2-s2.0-85209720966&doi=10.1016%2fj.jmrt.2024.11.186&partnerID=40&md5=3ef1be656de559efbae09aadb2aaee80 https://irepository.uniten.edu.my/handle/123456789/36252 33 8277 8288 Elsevier Editora Ltda Scopus |
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Compressive strength Glass fibers Impact strength Silica sand Tensile strength Tensile testing Cementitious composites Low-cost PVA fiber Low-costs Mechanical Partial replacement Property PVA fiber Recycled glass aggregates Repeated impact Waste glass |
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Compressive strength Glass fibers Impact strength Silica sand Tensile strength Tensile testing Cementitious composites Low-cost PVA fiber Low-costs Mechanical Partial replacement Property PVA fiber Recycled glass aggregates Repeated impact Waste glass Abid S.R. Mhalhal J.A. Murali G. Kadhum A.L. Ali S.H. Impact response of cementitious composites incorporating waste glass and untreated PVA fibers |
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Significant amount of literature studies revealed possible opportunities to recycle waste glass (WG) in concrete construction as a filler material or as a cement substitution. The aim of this study is to evaluate the possibility silica sand replacement by fine waste glass (WG), partially or completely, and to investigate its particular effect on repeated impact strength of cementitious composites. Four plain mixtures and four similar mixtures reinforced with low-cost untreated PVA fibers were tested. The first mixture of each group included no WG, while the WG replacement ratios of the other three mixtures were 30, 60 and 100%. The repeated impact testing setup recommended by the ACI 544-2R was the main investigated mechanical property, while compressive strength and splitting tensile strength were also tested for the produced mixtures. The test results indicated a positive effect for the PVA fibers on the mechanical properties. The incorporation of WG improved the compressive strength of plain mixtures by approximately 4?10% but negatively affected the fibrous mixtures, while it decreased the splitting tensile strength for all mixtures by approximately 2?12%. Using WG increased the impact strength for all mixtures with percentage increases ranged from 2 to 62% for plain mixtures and 2?24% for fibrous mixtures. The best results of highest strength increment or lowest decrement were obtained for WG replacement ratios of 30 and 60%. The dual action of WG and the low-cost PVA fibers reduced the gain or increased the loss in the mechanical properties. Finally, considering all obtained results, it can be concluded that the positive effects of WG surpass its negative effects. ? 2024 The Authors |
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56548386400 |
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56548386400 Abid S.R. Mhalhal J.A. Murali G. Kadhum A.L. Ali S.H. |
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Abid S.R. Mhalhal J.A. Murali G. Kadhum A.L. Ali S.H. |
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Abid S.R. |
title |
Impact response of cementitious composites incorporating waste glass and untreated PVA fibers |
title_short |
Impact response of cementitious composites incorporating waste glass and untreated PVA fibers |
title_full |
Impact response of cementitious composites incorporating waste glass and untreated PVA fibers |
title_fullStr |
Impact response of cementitious composites incorporating waste glass and untreated PVA fibers |
title_full_unstemmed |
Impact response of cementitious composites incorporating waste glass and untreated PVA fibers |
title_sort |
impact response of cementitious composites incorporating waste glass and untreated pva fibers |
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Elsevier Editora Ltda |
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2025 |
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1825816219458994176 |
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13.244413 |