Force-Deformation Study on Glass Fiber Reinforced Concrete Slab Incorporating Waste Paper
This study inspects the viability of engaging the discarded paper wastes in concrete by varying the volume proportions from 0%–20% with each 5% increment in replacement of the weight of cement. A physiomechanical study was conducted, and the results were presented. A glass fiber reinforced rectangul...
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| Format: | Article |
| Language: | English |
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Wiley
2022-01-01
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| Series: | Advances in Civil Engineering |
| Online Access: | http://dx.doi.org/10.1155/2022/5343128 |
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| author | S. Praburanganathan N. Sudharsan Yeddula Bharath Simha Reddy Chukka Naga Dheeraj Kumar Reddy L. Natrayan Prabhu Paramasivam |
| author_facet | S. Praburanganathan N. Sudharsan Yeddula Bharath Simha Reddy Chukka Naga Dheeraj Kumar Reddy L. Natrayan Prabhu Paramasivam |
| author_sort | S. Praburanganathan |
| collection | DOAJ |
| description | This study inspects the viability of engaging the discarded paper wastes in concrete by varying the volume proportions from 0%–20% with each 5% increment in replacement of the weight of cement. A physiomechanical study was conducted, and the results were presented. A glass fiber reinforced rectangular slab with a longer span (ly) to shorter span (lx) ratio of (ly: lx) 1.16 was cast with optimum replacement of waste-paper mass and compared the force-deformation characteristics with the conventional concrete slab without waste paper. The optimum percentage of discarded papers for the replacement of cement is 5%. Also, the results imply that the compressive strength at the age of 28 days is 30% improved for the optimum replacement. Based on the outcomes of the investigation, it can be inferred that the compressive strength gets progressively reduced if the volume of the discarded paper gets increases. The incorporation of glass fibers improves the split and flexural strength of the concrete specimens considerably. The ultimate load-carrying capacity of the glass fiber reinforced waste paper incorporated concrete slab measured 42% lower than that of the conventional slab. However, development of the new type of concrete incorporating waste papers is the new trend in ensuring the sustainability of construction materials. |
| format | Article |
| id | doaj-art-c554a052d15a49dda76f703c8149ab20 |
| institution | DOAJ |
| issn | 1687-8094 |
| language | English |
| publishDate | 2022-01-01 |
| publisher | Wiley |
| record_format | Article |
| series | Advances in Civil Engineering |
| spelling | doaj-art-c554a052d15a49dda76f703c8149ab202025-08-20T03:22:42ZengWileyAdvances in Civil Engineering1687-80942022-01-01202210.1155/2022/5343128Force-Deformation Study on Glass Fiber Reinforced Concrete Slab Incorporating Waste PaperS. Praburanganathan0N. Sudharsan1Yeddula Bharath Simha Reddy2Chukka Naga Dheeraj Kumar Reddy3L. Natrayan4Prabhu Paramasivam5School of Civil EngineeringDepartment of Civil EngineeringSchool of Civil EngineeringDepartment of Civil EngineeringDepartment of Mechanical EngineeringDepartment of Mechanical Engineering, College of Engineering and TechnologyThis study inspects the viability of engaging the discarded paper wastes in concrete by varying the volume proportions from 0%–20% with each 5% increment in replacement of the weight of cement. A physiomechanical study was conducted, and the results were presented. A glass fiber reinforced rectangular slab with a longer span (ly) to shorter span (lx) ratio of (ly: lx) 1.16 was cast with optimum replacement of waste-paper mass and compared the force-deformation characteristics with the conventional concrete slab without waste paper. The optimum percentage of discarded papers for the replacement of cement is 5%. Also, the results imply that the compressive strength at the age of 28 days is 30% improved for the optimum replacement. Based on the outcomes of the investigation, it can be inferred that the compressive strength gets progressively reduced if the volume of the discarded paper gets increases. The incorporation of glass fibers improves the split and flexural strength of the concrete specimens considerably. The ultimate load-carrying capacity of the glass fiber reinforced waste paper incorporated concrete slab measured 42% lower than that of the conventional slab. However, development of the new type of concrete incorporating waste papers is the new trend in ensuring the sustainability of construction materials.http://dx.doi.org/10.1155/2022/5343128 |
| spellingShingle | S. Praburanganathan N. Sudharsan Yeddula Bharath Simha Reddy Chukka Naga Dheeraj Kumar Reddy L. Natrayan Prabhu Paramasivam Force-Deformation Study on Glass Fiber Reinforced Concrete Slab Incorporating Waste Paper Advances in Civil Engineering |
| title | Force-Deformation Study on Glass Fiber Reinforced Concrete Slab Incorporating Waste Paper |
| title_full | Force-Deformation Study on Glass Fiber Reinforced Concrete Slab Incorporating Waste Paper |
| title_fullStr | Force-Deformation Study on Glass Fiber Reinforced Concrete Slab Incorporating Waste Paper |
| title_full_unstemmed | Force-Deformation Study on Glass Fiber Reinforced Concrete Slab Incorporating Waste Paper |
| title_short | Force-Deformation Study on Glass Fiber Reinforced Concrete Slab Incorporating Waste Paper |
| title_sort | force deformation study on glass fiber reinforced concrete slab incorporating waste paper |
| url | http://dx.doi.org/10.1155/2022/5343128 |
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