Please use this identifier to cite or link to this item:
https://scholarhub.balamand.edu.lb/handle/uob/5566
DC Field | Value | Language |
---|---|---|
dc.contributor.author | Assaad, Joseph | en_US |
dc.contributor.author | Khalil, Mario | en_US |
dc.contributor.author | Khatib, Jamal | en_US |
dc.date.accessioned | 2022-05-12T06:52:31Z | - |
dc.date.available | 2022-05-12T06:52:31Z | - |
dc.date.issued | 2022-03-17 | - |
dc.identifier.uri | https://scholarhub.balamand.edu.lb/handle/uob/5566 | - |
dc.description.abstract | Numerous studies investigated the possibility of incorporating plastic wastes in concrete mixtures, thus contributing to efficient management and sustainable development of the construction industry. This paper investigates the possibility of reducing the water-to-cement ratio and/or incorporating steel fibers or polymeric latexes to mitigate the drop in structural properties of reinforced concrete (RC) beams containing polyethylene terephthalate (PET) additions. The PET was derived from waste plastic bottles that were shredded into small pieces and added during concrete batching at 1.5% to 4.5%, by total volume. Test results showed that the concrete plain and structural properties degrade with PET additions, given their lightweight nature and poor characteristic strength compared to aggregate particles. The reduction of w/c from 0.55 to 0.46 proved efficient to refine the matrix porosity and reinstate the shear and flexural strengths of RC beams. Moreso, the incorporation of 0.8% steel fibers (by volume) or 15% styrene-butadiene rubber latexes (by mixing water) were efficient to enhance the bridging phenomenon and reduce the propagation of cracks during beam testing. | en_US |
dc.language.iso | eng | en_US |
dc.subject | Concrete | en_US |
dc.subject | Flexural strength | en_US |
dc.subject | PET waste | en_US |
dc.subject | SBR polymers | en_US |
dc.subject | Shear strength | en_US |
dc.subject | Steel fibers | en_US |
dc.title | Alternatives to Enhance the Structural Performance of PET-Modified Reinforced Concrete Beams | en_US |
dc.type | Journal Article | en_US |
dc.identifier.doi | 10.3390/environments9030037 | - |
dc.identifier.scopus | 2-s2.0-85127585795 | - |
dc.identifier.url | https://api.elsevier.com/content/abstract/scopus_id/85127585795 | - |
dc.contributor.affiliation | Faculty of Engineering | en_US |
dc.description.volume | 9 | en_US |
dc.description.issue | 3 | en_US |
dc.date.catalogued | 2022-05-12 | - |
dc.description.status | Published | en_US |
dc.identifier.openURL | https://www.mdpi.com/2076-3298/9/3/37/htm | en_US |
dc.relation.ispartoftext | Environments - MDPI | en_US |
crisitem.author.parentorg | Faculty of Engineering | - |
Appears in Collections: | Department of Civil and Environmental Engineering |
SCOPUSTM
Citations
8
checked on Nov 16, 2024
Record view(s)
64
checked on Nov 22, 2024
Google ScholarTM
Check
Altmetric
Altmetric
Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.