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Predicting the Efficiency of Using Empty Fruit Bunch of Oil-palm Fiber in Reinforcing Structural Concrete: A Statistical Analysis | ||
| Civil Engineering Infrastructures Journal | ||
| مقالات آماده انتشار، پذیرفته شده، انتشار آنلاین از تاریخ 06 شهریور 1403 اصل مقاله (1.38 M) | ||
| شناسه دیجیتال (DOI): 10.22059/ceij.2024.365659.1964 | ||
| نویسندگان | ||
| Abiodun Joseph KILANI* 1؛ Ademilade Olubambi2؛ Bolanle Ikotun3؛ Leonard Onjefu4؛ Rasheed Abdulwahab5 | ||
| 1Department of Civil Engineering, University of South Arica, Florida Campus, South Africa | ||
| 2Department of Civil Engineering Science, University of Johannesburg, Auckland Park Kingsway Campus, South Africa | ||
| 3Department of Civil Engineering, University of South Africa, Florida Campus, South Africa | ||
| 4Department of Civil Engineering, Namibia University of Science and Technology, Windhoek, Namibia | ||
| 5Department of Civil & Environmental Engineering and Building Science, University of South Africa, Florida Campus, South Africa | ||
| چکیده | ||
| This study evaluates the performance, curing age importance and strength increment efficiency of using empty fruit bunch of oil palm fibre (EFBOPF) in structural concrete through a statistical model. The prediction was carried out using some concrete structural parameters (properties) through one-way analysis of variance (ANOVA) model. These parameters include density, tensile and compressive strengths, and durability. The influence of EFBOPF on concrete density, compressive strength and durability were examined using 150 x 150 x 150 mm and 100 x 100 x 100 mm concrete cubes, respectively. Also, the strength performance of EFBOPF in concrete against tensile splitting and cracks were determined using 150 x 300 mm cylindrical concretes. The compressive strengths were evaluated at 28 days; tensile strengths at 28, 90 and 120 days; durability performance was assessed at 28 and 90 days, respectively .All these parameters were tested using Universal Testing Machine, weighing balance and durability testing apparatus. The results of the experiments were modelled with ANOVA. In the Process of modelling, the correlation among the percentage of EFBOPF included, curing age and the rate of concrete’s strength increment were predicted. In accordance with ANOVA’s prediction, the compressive strengths of concrete were greatly enhanced at 0.2 and 0.4% | ||
| کلیدواژه‌ها | ||
| Concrete Structural Properties؛ Empty Fruit Bunch of Oil Palm Fibre؛ Efficiency؛ Analysis of Variance (ANOVA)؛ Modelling | ||
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آمار تعداد مشاهده مقاله: 239 تعداد دریافت فایل اصل مقاله: 130 |
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