INVESTIGATION ABOUT THE OPTIMUM ALTERNATIVE OF POLYPROPYLENE FIBERS IN CONVENTIONAL CONCRETE
dc.authorwosid | Kadhum, Mohammad/V-4628-2019 | |
dc.contributor.author | Mahdi, Zainab H. | |
dc.contributor.author | Kadhum, Mohammed M. | |
dc.contributor.author | Abdulghani, Mays R. | |
dc.contributor.author | Abdulghani, Ghaith R. | |
dc.contributor.author | Hwaiai, Duhuha A. | |
dc.date.accessioned | 2024-06-13T20:18:43Z | |
dc.date.available | 2024-06-13T20:18:43Z | |
dc.date.issued | 2022 | |
dc.department | İstanbul Gedik Üniversitesi | en_US |
dc.description.abstract | This study was performing to find out the optimal alternative to expensive polypropylene fibers. This alternative was chicken's keratin-fibers, which were treated with chromium trioxide to eliminate the living materials. Several mixtures were ready using a mixing ratio of 1:1.5:3 (cement: sand: gravel) with keratin or polypropylene fibers, water, and a superplasticizer. Compressive strength, electrical resistance, and ultrasonic pulse velocity were tested by using cubic samples. The load-deflection relation was also tested by testing the reinforced concrete beam sample. The specimens that contain 1% of keratin-fibers showed enhancement in compressive strength, the percentage of increase of about (18.47, and 12.50)% compared with the reference sample and 1% polypropylene sample, respectively at the age of twenty-eight days. The electrical resistance of samples containing 1% and 2% of keratin-fibers was slightly less than the samples containing 1% and 2% polypropylene-fibers. The ultimate-flexural-load for beams that strengthened with 1% of keratin-fibers gave higher values (19.20 kN) than samples of (1 and 2)% polypropylene (17.30 and 17.10) kN and 2%keratin-fibers (18.98 kN) also, while the percentage of 2% keratin- fibers gave ultimate at deflection higher (0.337 mm) than the samples of (1 and 2) % polypropylene and 1 % keratin-fibers samples. | en_US |
dc.identifier.endpage | 2670 | en_US |
dc.identifier.issn | 1823-4690 | |
dc.identifier.issue | 4 | en_US |
dc.identifier.scopus | 2-s2.0-85136208041 | en_US |
dc.identifier.scopusquality | Q3 | en_US |
dc.identifier.startpage | 2658 | en_US |
dc.identifier.uri | https://hdl.handle.net/11501/1520 | |
dc.identifier.volume | 17 | en_US |
dc.identifier.wos | WOS:000856969900028 | en_US |
dc.identifier.wosquality | N/A | en_US |
dc.indekslendigikaynak | Web of Science | en_US |
dc.indekslendigikaynak | Scopus | en_US |
dc.language.iso | en | en_US |
dc.publisher | Taylors Univ Sdn Bhd | en_US |
dc.relation.ispartof | Journal of Engineering Science and Technology | en_US |
dc.relation.publicationcategory | Makale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı | en_US |
dc.rights | info:eu-repo/semantics/closedAccess | en_US |
dc.subject | Chromium Trioxide | en_US |
dc.subject | Electrical Resistance | en_US |
dc.subject | Keratin-Fibers | en_US |
dc.subject | Load-Deflection Relation | en_US |
dc.subject | Polypropylene-Fibers | en_US |
dc.subject | Ultrasonic Pulse Velocity | en_US |
dc.subject | Chicken Feather | en_US |
dc.title | INVESTIGATION ABOUT THE OPTIMUM ALTERNATIVE OF POLYPROPYLENE FIBERS IN CONVENTIONAL CONCRETE | en_US |
dc.type | Article | en_US |