Impact of various fibers on mode I, III and I/III fracture toughness in slag, fly Ash, and silica fume-based geopolymer concrete using edge-notched disc bend specimen
There is ongoing research aimed at developing cement-free concrete that not only exhibits enhanced mechanical properties but also incorporates environmentally sustainable materials. Geopolymer represents a novel inorganic cementitious material recently developed, which facilitates utilising resource...
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2025
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| author | Karthik S. Saravana Raja Mohan K. Murali G. Abid S.R. Dixit S. |
| author2 | 57336449100 |
| author_facet | 57336449100 Karthik S. Saravana Raja Mohan K. Murali G. Abid S.R. Dixit S. |
| author_sort | Karthik S. |
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| content_provider | Universiti Tenaga Nasional |
| content_source | UNITEN Institutional Repository |
| continent | Asia |
| country | Malaysia |
| description | There is ongoing research aimed at developing cement-free concrete that not only exhibits enhanced mechanical properties but also incorporates environmentally sustainable materials. Geopolymer represents a novel inorganic cementitious material recently developed, which facilitates utilising resources derived from solid waste from industrial operations. Geopolymer is considered an ecologically sustainable substitute for Ordinary Portland cement. It significantly reduces energy usage and minimizes carbon dioxide emissions, contributing to environmental sustainability. This study investigates the combined influence of granulated blast furnace slag, fly ash and silica fume on geopolymer concrete (GC) fracture resistance. This research aims to assess the fracture toughness of GC under modes I, III, and I/III loading conditions. Four distinct fiber types, comprising both short and long steel fibers and polypropylene fibers at 1.5 % dosage, were utilized to mitigate brittleness and enhance the ductility of the material. In addition, the microstructure of GC was analysed using X-ray diffraction and scanning electron microscopy. Findings reveal that the inclusion of short and long polypropylene fibers in GC increased mode I fracture toughness by 20.98 % and 29.62 %, respectively, compared to the fiber-free specimen, with long fiber showing superior performance due to its enhanced crack-bridging ability. Steel fibers provided a more pronounced improvement, with short and long fibers increasing mode I fracture toughness by 77.77 % and 109.87 %, respectively, attributed to their capacity to hinder crack propagation and enhance fracture toughness. The long fibers exhibited an excellent fracture resistance than the short fibers and mode III is more critical than the mode I loading. ? 2024 Elsevier Ltd |
| format | Article |
| id | my.uniten.dspace-36105 |
| institution | Universiti Tenaga Nasional |
| publishDate | 2025 |
| publisher | Elsevier B.V. |
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| spelling | my.uniten.dspace-361052025-03-03T15:41:23Z Impact of various fibers on mode I, III and I/III fracture toughness in slag, fly Ash, and silica fume-based geopolymer concrete using edge-notched disc bend specimen Karthik S. Saravana Raja Mohan K. Murali G. Abid S.R. Dixit S. 57336449100 55808810300 57203952839 56548386400 57194779967 Blast furnaces Brittle fracture Crack propagation Fly ash Fracture toughness Fumes Geopolymer concrete Industrial emissions Portland cement Geopolymer Geopolymer concrete Loading modes Long fiber Mixed mode Mixed mode I/III Mode I Mode I fracture Mode III Short Fiber Slags There is ongoing research aimed at developing cement-free concrete that not only exhibits enhanced mechanical properties but also incorporates environmentally sustainable materials. Geopolymer represents a novel inorganic cementitious material recently developed, which facilitates utilising resources derived from solid waste from industrial operations. Geopolymer is considered an ecologically sustainable substitute for Ordinary Portland cement. It significantly reduces energy usage and minimizes carbon dioxide emissions, contributing to environmental sustainability. This study investigates the combined influence of granulated blast furnace slag, fly ash and silica fume on geopolymer concrete (GC) fracture resistance. This research aims to assess the fracture toughness of GC under modes I, III, and I/III loading conditions. Four distinct fiber types, comprising both short and long steel fibers and polypropylene fibers at 1.5 % dosage, were utilized to mitigate brittleness and enhance the ductility of the material. In addition, the microstructure of GC was analysed using X-ray diffraction and scanning electron microscopy. Findings reveal that the inclusion of short and long polypropylene fibers in GC increased mode I fracture toughness by 20.98 % and 29.62 %, respectively, compared to the fiber-free specimen, with long fiber showing superior performance due to its enhanced crack-bridging ability. Steel fibers provided a more pronounced improvement, with short and long fibers increasing mode I fracture toughness by 77.77 % and 109.87 %, respectively, attributed to their capacity to hinder crack propagation and enhance fracture toughness. The long fibers exhibited an excellent fracture resistance than the short fibers and mode III is more critical than the mode I loading. ? 2024 Elsevier Ltd Final 2025-03-03T07:41:23Z 2025-03-03T07:41:23Z 2024 Article 10.1016/j.tafmec.2024.104751 2-s2.0-85208532916 https://www.scopus.com/inward/record.uri?eid=2-s2.0-85208532916&doi=10.1016%2fj.tafmec.2024.104751&partnerID=40&md5=20188ab15c40daf0f941b097375848c5 https://irepository.uniten.edu.my/handle/123456789/36105 134 104751 Elsevier B.V. Scopus |
| spellingShingle | Blast furnaces Brittle fracture Crack propagation Fly ash Fracture toughness Fumes Geopolymer concrete Industrial emissions Portland cement Geopolymer Geopolymer concrete Loading modes Long fiber Mixed mode Mixed mode I/III Mode I Mode I fracture Mode III Short Fiber Slags Karthik S. Saravana Raja Mohan K. Murali G. Abid S.R. Dixit S. Impact of various fibers on mode I, III and I/III fracture toughness in slag, fly Ash, and silica fume-based geopolymer concrete using edge-notched disc bend specimen |
| title | Impact of various fibers on mode I, III and I/III fracture toughness in slag, fly Ash, and silica fume-based geopolymer concrete using edge-notched disc bend specimen |
| title_full | Impact of various fibers on mode I, III and I/III fracture toughness in slag, fly Ash, and silica fume-based geopolymer concrete using edge-notched disc bend specimen |
| title_fullStr | Impact of various fibers on mode I, III and I/III fracture toughness in slag, fly Ash, and silica fume-based geopolymer concrete using edge-notched disc bend specimen |
| title_full_unstemmed | Impact of various fibers on mode I, III and I/III fracture toughness in slag, fly Ash, and silica fume-based geopolymer concrete using edge-notched disc bend specimen |
| title_short | Impact of various fibers on mode I, III and I/III fracture toughness in slag, fly Ash, and silica fume-based geopolymer concrete using edge-notched disc bend specimen |
| title_sort | impact of various fibers on mode i, iii and i/iii fracture toughness in slag, fly ash, and silica fume-based geopolymer concrete using edge-notched disc bend specimen |
| topic | Blast furnaces Brittle fracture Crack propagation Fly ash Fracture toughness Fumes Geopolymer concrete Industrial emissions Portland cement Geopolymer Geopolymer concrete Loading modes Long fiber Mixed mode Mixed mode I/III Mode I Mode I fracture Mode III Short Fiber Slags |
| url_provider | http://dspace.uniten.edu.my/ |
