Experimental Study on Bond Performance of Reinforced Bars Embedded in Fiber Reinforced Concrete with Optimum Replacement of Lime Sludge with Cement
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| Format: | Recurso digital |
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2020
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| _version_ | 1866901795809263616 |
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| author | Ganesh Mahalle Shabnam Khan |
| author_facet | Ganesh Mahalle Shabnam Khan |
| contents | Lime sludge, an inert material composed of calcium carbonate and Plastic which do not decompose easily and remain in the environment which causes environmental problem. But lime sludge has the properties similar to cement and plastics have the properties of tension and it can reduce permeability of concrete, due to this bleeding of water can be reduced. This project aimed at the study of bond stress by using this waste product. The conclusion was made after project was the bond stress was maximum at 2%. It also concludes that as the fiber percent increases the bond stress increases and it decreases with the decrease of percent of fiber. The maximum bond stress of concrete after replacing cement with lime sludge was found to be 8.09 N/mm2 and 12.26 N/mm2 for 7 and 28 days respectively. The optimum workability of concrete was found to be at 2%. |
| format | Recurso digital |
| id | zenodo_https___doi_org_10_5281_zenodo_18648115 |
| institution | Zenodo |
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| publishDate | 2020 |
| publisher | Zenodo |
| record_format | zenodo |
| spellingShingle | Experimental Study on Bond Performance of Reinforced Bars Embedded in Fiber Reinforced Concrete with Optimum Replacement of Lime Sludge with Cement Ganesh Mahalle Shabnam Khan Lime Sludge Plastic Fiber Bond Stress Lime sludge, an inert material composed of calcium carbonate and Plastic which do not decompose easily and remain in the environment which causes environmental problem. But lime sludge has the properties similar to cement and plastics have the properties of tension and it can reduce permeability of concrete, due to this bleeding of water can be reduced. This project aimed at the study of bond stress by using this waste product. The conclusion was made after project was the bond stress was maximum at 2%. It also concludes that as the fiber percent increases the bond stress increases and it decreases with the decrease of percent of fiber. The maximum bond stress of concrete after replacing cement with lime sludge was found to be 8.09 N/mm2 and 12.26 N/mm2 for 7 and 28 days respectively. The optimum workability of concrete was found to be at 2%. |
| title | Experimental Study on Bond Performance of Reinforced Bars Embedded in Fiber Reinforced Concrete with Optimum Replacement of Lime Sludge with Cement |
| topic | Lime Sludge Plastic Fiber Bond Stress |
| url | https://doi.org/10.5281/zenodo.18648115 |