Structural performance of lightweight fibre-reinforced oil palm shell concrete subjected to impact loadings under varying boundary conditions
Lightweight concrete produced from recycled agricultural waste, has been used for decades as an eco-friendly product. This innovative approach aims to mitigate environmental pollution and promote sustainable practices in managing industrial waste. Despite these benefits, there is a limited study on...
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Elsevier
2025-07-01
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| Series: | Case Studies in Construction Materials |
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| Online Access: | http://www.sciencedirect.com/science/article/pii/S2214509525000397 |
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| author | Idris Ahmed Ja'e Zakaria Che Muda Agusril Syamsir Chiemela Victor Amaechi Hamad Almujibah Ali.E.A. Elshekh Maaz Osman Bashir Abdulrazak H. Almaliki |
| author_facet | Idris Ahmed Ja'e Zakaria Che Muda Agusril Syamsir Chiemela Victor Amaechi Hamad Almujibah Ali.E.A. Elshekh Maaz Osman Bashir Abdulrazak H. Almaliki |
| author_sort | Idris Ahmed Ja'e |
| collection | DOAJ |
| description | Lightweight concrete produced from recycled agricultural waste, has been used for decades as an eco-friendly product. This innovative approach aims to mitigate environmental pollution and promote sustainable practices in managing industrial waste. Despite these benefits, there is a limited study on the structural behaviour of lightweight oil palm shells (OPS) concrete with varying boundary conditions. This study conducted a series of low-velocity impact loading tests to investigate the structural performance of lightweight fibre-reinforced OPS concrete slabs, in which the natural aggregate is completely replaced with OPS. The slab specimens sized 300 mm x 300 mm x 40 mm were used. The control sample contained polypropylene fibre (PPF) mesh at mid-layer, in addition, other specimens contain 1 %, 2 % and 3 % PPF content. For each PPF content in the experimental specimens, the boundary conditions were varied from 2, 3 and 4 including the control case. The recorded experimental results for impact and crack behaviour under service and ultimate loading were analysed using response surface analysis. Regression models were developed to predict responses for specimens with up to 8 boundary conditions and 5 % PPF. The results demonstrated the effectiveness of OPS as a coarse aggregate in lightweight concrete, showing substantial enhancements in impact energy absorption (up to 20 times at ultimate loading), crack resistance (up to 29 times at ultimate loading) and reduction in crack propagation with increased PPF and varying boundary conditions. Furthermore, the incorporation of PPF also enhanced the OPS concrete’s resistance to cracking relative to its compressive strength. However, these only had a minimal influence on controlling crack length and width, and did not result in reasonable improvement of the residual strength. These findings highlight the limitations as well as the potential of utilising OPS in fibre-reinforced lightweight suspended concrete slabs and other impact-resistant constructions. |
| format | Article |
| id | doaj-art-e36103100d3d4cf595878bdb7719ad67 |
| institution | Kabale University |
| issn | 2214-5095 |
| language | English |
| publishDate | 2025-07-01 |
| publisher | Elsevier |
| record_format | Article |
| series | Case Studies in Construction Materials |
| spelling | doaj-art-e36103100d3d4cf595878bdb7719ad672025-01-18T05:04:40ZengElsevierCase Studies in Construction Materials2214-50952025-07-0122e04240Structural performance of lightweight fibre-reinforced oil palm shell concrete subjected to impact loadings under varying boundary conditionsIdris Ahmed Ja'e0Zakaria Che Muda1Agusril Syamsir2Chiemela Victor Amaechi3Hamad Almujibah4Ali.E.A. Elshekh5Maaz Osman Bashir6Abdulrazak H. Almaliki7Institute of Energy Infrastructure, Universiti Tenaga Nasional, Putrajaya Campus, Jalan IKRAM-UNITEN, Kajang, Selangor 43000, Malaysia; Department of Civil Engineering, Ahmadu Bello University, Zaria 810107, Nigeria; Corresponding author at: Institute of Energy Infrastructure, Universiti Tenaga Nasional, Putrajaya Campus, Jalan IKRAM-UNITEN, Kajang, Selangor 43000, Malaysia.Faculty of Engineering and Quantity Surveying, INTI-International University, Persiaran Perdana BBN Putra Nilai, Nilai 71800, Malaysia; Corresponding authors.Institute of Energy Infrastructure, Universiti Tenaga Nasional, Putrajaya Campus, Jalan IKRAM-UNITEN, Kajang, Selangor 43000, MalaysiaInstitute of Energy Infrastructure, Universiti Tenaga Nasional, Putrajaya Campus, Jalan IKRAM-UNITEN, Kajang, Selangor 43000, Malaysia; Corresponding authors.Department of Civil Engineering, College of Engineering, Taif University, P.O. Box 11099, Taif City 21974, Saudi ArabiaDepartment of Civil Engineering, College of Engineering, Taif University, P.O. Box 11099, Taif City 21974, Saudi ArabiaDepartment of Civil Engineering, College of Engineering, Taif University, P.O. Box 11099, Taif City 21974, Saudi ArabiaDepartment of Civil Engineering, College of Engineering, Taif University, P.O. Box 11099, Taif City 21974, Saudi ArabiaLightweight concrete produced from recycled agricultural waste, has been used for decades as an eco-friendly product. This innovative approach aims to mitigate environmental pollution and promote sustainable practices in managing industrial waste. Despite these benefits, there is a limited study on the structural behaviour of lightweight oil palm shells (OPS) concrete with varying boundary conditions. This study conducted a series of low-velocity impact loading tests to investigate the structural performance of lightweight fibre-reinforced OPS concrete slabs, in which the natural aggregate is completely replaced with OPS. The slab specimens sized 300 mm x 300 mm x 40 mm were used. The control sample contained polypropylene fibre (PPF) mesh at mid-layer, in addition, other specimens contain 1 %, 2 % and 3 % PPF content. For each PPF content in the experimental specimens, the boundary conditions were varied from 2, 3 and 4 including the control case. The recorded experimental results for impact and crack behaviour under service and ultimate loading were analysed using response surface analysis. Regression models were developed to predict responses for specimens with up to 8 boundary conditions and 5 % PPF. The results demonstrated the effectiveness of OPS as a coarse aggregate in lightweight concrete, showing substantial enhancements in impact energy absorption (up to 20 times at ultimate loading), crack resistance (up to 29 times at ultimate loading) and reduction in crack propagation with increased PPF and varying boundary conditions. Furthermore, the incorporation of PPF also enhanced the OPS concrete’s resistance to cracking relative to its compressive strength. However, these only had a minimal influence on controlling crack length and width, and did not result in reasonable improvement of the residual strength. These findings highlight the limitations as well as the potential of utilising OPS in fibre-reinforced lightweight suspended concrete slabs and other impact-resistant constructions.http://www.sciencedirect.com/science/article/pii/S2214509525000397Waste recyclingOil palm shell aggregateEnergyImpact behaviourPolypropylene fibresPolypropylene mesh |
| spellingShingle | Idris Ahmed Ja'e Zakaria Che Muda Agusril Syamsir Chiemela Victor Amaechi Hamad Almujibah Ali.E.A. Elshekh Maaz Osman Bashir Abdulrazak H. Almaliki Structural performance of lightweight fibre-reinforced oil palm shell concrete subjected to impact loadings under varying boundary conditions Case Studies in Construction Materials Waste recycling Oil palm shell aggregate Energy Impact behaviour Polypropylene fibres Polypropylene mesh |
| title | Structural performance of lightweight fibre-reinforced oil palm shell concrete subjected to impact loadings under varying boundary conditions |
| title_full | Structural performance of lightweight fibre-reinforced oil palm shell concrete subjected to impact loadings under varying boundary conditions |
| title_fullStr | Structural performance of lightweight fibre-reinforced oil palm shell concrete subjected to impact loadings under varying boundary conditions |
| title_full_unstemmed | Structural performance of lightweight fibre-reinforced oil palm shell concrete subjected to impact loadings under varying boundary conditions |
| title_short | Structural performance of lightweight fibre-reinforced oil palm shell concrete subjected to impact loadings under varying boundary conditions |
| title_sort | structural performance of lightweight fibre reinforced oil palm shell concrete subjected to impact loadings under varying boundary conditions |
| topic | Waste recycling Oil palm shell aggregate Energy Impact behaviour Polypropylene fibres Polypropylene mesh |
| url | http://www.sciencedirect.com/science/article/pii/S2214509525000397 |
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