Issue |
E3S Web of Conf.
Volume 559, 2024
2024 International Conference on Sustainable Technologies in Civil and Environmental Engineering (ICSTCE 2024)
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|
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Article Number | 04013 | |
Number of page(s) | 11 | |
Section | Structural Engineering & Concrete Technology | |
DOI | https://doi.org/10.1051/e3sconf/202455904013 | |
Published online | 08 August 2024 |
Investigate the influence of Aspect Ratio of Copper Fiber on the improvement of pure gypsum’s compressive strength
1 Civil Engineering Department, Engineering College, Mustansiriyah University. Baghdad, Iraq.
2 Enviromental Engineering Department, Engineering College, Mustansiriyah University, Baghdad, Iraq.
* Corresponding author/ ahmedsahibdiab@yahoo.com dr.ahmed.al_ridha@uomustansiriyah.edu.iq.
Current study describes copper fiber as a cut fiber with a length of 10 mm from construction waste, focusing on its potency in pure gypsum. The aspect ratio (L/D) for copper fiber mixtures is 12 and 20.8, with the first being for a diameter of 0.83 mm and 0.48 mm for the second diameter, with a volume ratio equal to 0.4%. Mixtures are organized into two groups, with the first group having a 0.6 water/gypsum ratio and the second group having a ratio of 0.5. Each of the ratios currently used includes three mixtures, the first of which is a reference mixture without copper fibers, and the second and third mixtures contain copper fibers of different diameters, both individually. The current study shows that the importance of compressive strength rises by reducing the W/G ratio for the three mixtures used and the importance of adding copper fibers to pure gypsum, which leads to an aspect ratio increases by reducing the copper fibers diameter which may directly effective to rise compressive strength for pure gypsum mixture containing copper fiber.
© The Authors, published by EDP Sciences, 2024
This is an Open Access article distributed under the terms of the Creative Commons Attribution License 4.0, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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