Please use this identifier to cite or link to this item:
https://scholarhub.balamand.edu.lb/handle/uob/5508
DC Field | Value | Language |
---|---|---|
dc.contributor.advisor | Assaad, Joseph | en_US |
dc.contributor.author | Khalil, Mario | en_US |
dc.date.accessioned | 2022-04-28T07:43:27Z | - |
dc.date.available | 2022-04-28T07:43:27Z | - |
dc.date.issued | 2021 | - |
dc.identifier.uri | https://scholarhub.balamand.edu.lb/handle/uob/5508 | - |
dc.description | Includes bibliographical references (p. 67-68) | en_US |
dc.description.abstract | Nowadays, Polyethylene Terephthalate (PET) is being consumed in huge amounts all around the world. However, little effort was made so far to recycle this material, considering the high cost of recycling process compared to the extraction of raw material. As such, researchers are regularly trying to find new possible ways for reusing PET in different trades. This research study is carried out to examine the performance of concrete that contains PET bottle waste. Those wastes are chosen because they are thrown away after single use and causes many pollution problems. The study is conducted using ten samples of reinforced concrete (RC) beams to examine the performance of the concrete in terms of mechanical properties. A total of ten samples of concrete mixtures were mixed specifically, normal concrete and concrete containing PET and some admixtures such as the styrene-butadiene rubber and steel fibers. In this study, the results show that the presence of PET could degrade the concrete strength and performance. Nevertheless, the content of PET is limited to a specific ratio to avoid the excessive effect on the concrete strength itself. The graphs present the effect of PET and admixtures on RC beams in addition to a comparison with normal concrete. The load capacity of RC beams increases with a certain percentage of PET. The maximum allowable load for shear is set at 10% of PET with 0.8% steel fibers which is higher by 44% comparing to control. To note that a higher value in this ratio causes the load capacity to decrease. Steel fibers can lower the cracking point and it can improve the flexural strength, ductility, and mechanical properties as well. | en_US |
dc.description.statementofresponsibility | by Mario Khalil | en_US |
dc.format.extent | 1 online resource (xii, 68 pages) : ill., tables | en_US |
dc.language.iso | eng | en_US |
dc.rights | This object is protected by copyright, and is made available here for research and educational purposes. Permission to reuse, publish, or reproduce the object beyond the personal and educational use exceptions must be obtained from the copyright holder | en_US |
dc.subject | PET, Concrete, Steel Fiber, Bond stress-slip | en_US |
dc.subject.lcsh | Polyethylene terephthalate | en_US |
dc.subject.lcsh | Concrete | en_US |
dc.subject.lcsh | Aggregates (Building materials) | en_US |
dc.subject.lcsh | Recycled products | en_US |
dc.subject.lcsh | University of Balamand--Dissertations | en_US |
dc.subject.lcsh | Dissertations, Academic | en_US |
dc.title | Effect of plastics on concrete plain and structural properties | en_US |
dc.type | Project | en_US |
dc.contributor.corporate | University of Balamand | en_US |
dc.contributor.department | Department of Civil Engineering | en_US |
dc.contributor.faculty | Faculty of Engineering | en_US |
dc.contributor.institution | University of Balamand | en_US |
dc.date.catalogued | 2022-04-28 | - |
dc.description.degree | MS in Civil Engineering | en_US |
dc.description.status | Unpublished | en_US |
dc.identifier.OlibID | 296613 | - |
dc.rights.accessrights | This item is under embargo until end of year 2023. | en_US |
dc.provenance.recordsource | Olib | en_US |
Appears in Collections: | UOB Theses and Projects |
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