Deflection-Based Numerical Evaluation of Steel, Bamboo Fibre, and Carbon Fibre Polymer Reinforced Portal Frame
Reinforced concrete, a flexible building material, enjoys worldwide acceptance. Yet, its environmental footprint, especially regarding steel production, is substantial. The extensive mining of iron ore contributes to global warming, prompting the quest for greener alternatives. Bamboo fibre and car...
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| Format: | Article |
| Language: | English |
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University Amar Telidji of Laghouat
2024-06-01
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| Series: | Journal of Building Materials and Structures |
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| Online Access: | http://journals.lagh-univ.dz/index.php/jbms/article/view/3952 |
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| author | S.O Odeyemi M.A Olawale M.O Adisa O.D Atoyebi Z.T Giwa |
| author_facet | S.O Odeyemi M.A Olawale M.O Adisa O.D Atoyebi Z.T Giwa |
| author_sort | S.O Odeyemi |
| collection | DOAJ |
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Reinforced concrete, a flexible building material, enjoys worldwide acceptance. Yet, its environmental footprint, especially regarding steel production, is substantial. The extensive mining of iron ore contributes to global warming, prompting the quest for greener alternatives. Bamboo fibre and carbon fibre were employed in sustainable industrial and construction practices to fulfill tensile requirements in reinforced concrete, effectively managing lateral loads on structural elements. This study aims to compare numerically the deflection resistance of portal frames reinforced with steel, bamboo fibre, and carbon fibre polymers using Abaqus version 6.14. The replacement of steel with carbon fibre within the portal frame exhibited comparable effectiveness to that of utilizing steel, whereas the introduction of bamboo fibre was observed to yield relatively diminished efficacy. However, differences between the results for steel, bamboo fibre, and carbon fibre are minimal, and carbon fibre performs similarly to steel. The maximum lateral movement values are 2.43 mm for steel, 2.68 mm for bamboo fibre, and 2.39 mm for carbon fibre.
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| format | Article |
| id | doaj-art-cb1cba8f60ac4d219ba292fdd2802881 |
| institution | Kabale University |
| issn | 2353-0057 |
| language | English |
| publishDate | 2024-06-01 |
| publisher | University Amar Telidji of Laghouat |
| record_format | Article |
| series | Journal of Building Materials and Structures |
| spelling | doaj-art-cb1cba8f60ac4d219ba292fdd28028812025-01-27T21:00:33ZengUniversity Amar Telidji of LaghouatJournal of Building Materials and Structures2353-00572024-06-0111110.34118/jbms.v11i1.3952Deflection-Based Numerical Evaluation of Steel, Bamboo Fibre, and Carbon Fibre Polymer Reinforced Portal FrameS.O Odeyemi 0M.A Olawale 1M.O Adisa 2O.D Atoyebi 3Z.T Giwa 4Department of Civil & Environmental Engineering, Kwara State University Malete, NigeriaDepartment of Civil & Environmental Engineering, Kwara State University Malete, NigeriaDepartment of Civil & Environmental Engineering, Kwara State University Malete, NigeriaDepartment of Civil Engineering, Landmark University, Omu-Aran, Kwara State. NigeriaDepartment of Civil & Environmental Engineering, Kwara State University Malete, Nigeria Reinforced concrete, a flexible building material, enjoys worldwide acceptance. Yet, its environmental footprint, especially regarding steel production, is substantial. The extensive mining of iron ore contributes to global warming, prompting the quest for greener alternatives. Bamboo fibre and carbon fibre were employed in sustainable industrial and construction practices to fulfill tensile requirements in reinforced concrete, effectively managing lateral loads on structural elements. This study aims to compare numerically the deflection resistance of portal frames reinforced with steel, bamboo fibre, and carbon fibre polymers using Abaqus version 6.14. The replacement of steel with carbon fibre within the portal frame exhibited comparable effectiveness to that of utilizing steel, whereas the introduction of bamboo fibre was observed to yield relatively diminished efficacy. However, differences between the results for steel, bamboo fibre, and carbon fibre are minimal, and carbon fibre performs similarly to steel. The maximum lateral movement values are 2.43 mm for steel, 2.68 mm for bamboo fibre, and 2.39 mm for carbon fibre. http://journals.lagh-univ.dz/index.php/jbms/article/view/3952Abaqusbamboo fibrecarbon fibreconcretedeflectionsteel |
| spellingShingle | S.O Odeyemi M.A Olawale M.O Adisa O.D Atoyebi Z.T Giwa Deflection-Based Numerical Evaluation of Steel, Bamboo Fibre, and Carbon Fibre Polymer Reinforced Portal Frame Journal of Building Materials and Structures Abaqus bamboo fibre carbon fibre concrete deflection steel |
| title | Deflection-Based Numerical Evaluation of Steel, Bamboo Fibre, and Carbon Fibre Polymer Reinforced Portal Frame |
| title_full | Deflection-Based Numerical Evaluation of Steel, Bamboo Fibre, and Carbon Fibre Polymer Reinforced Portal Frame |
| title_fullStr | Deflection-Based Numerical Evaluation of Steel, Bamboo Fibre, and Carbon Fibre Polymer Reinforced Portal Frame |
| title_full_unstemmed | Deflection-Based Numerical Evaluation of Steel, Bamboo Fibre, and Carbon Fibre Polymer Reinforced Portal Frame |
| title_short | Deflection-Based Numerical Evaluation of Steel, Bamboo Fibre, and Carbon Fibre Polymer Reinforced Portal Frame |
| title_sort | deflection based numerical evaluation of steel bamboo fibre and carbon fibre polymer reinforced portal frame |
| topic | Abaqus bamboo fibre carbon fibre concrete deflection steel |
| url | http://journals.lagh-univ.dz/index.php/jbms/article/view/3952 |
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