Please use this identifier to cite or link to this item: https://scholarhub.balamand.edu.lb/handle/uob/6993
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dc.contributor.advisorGhannoum, Mariaen_US
dc.contributor.authorHussein, Amaren_US
dc.date.accessioned2023-09-13T06:40:03Z-
dc.date.available2023-09-13T06:40:03Z-
dc.date.issued2023-
dc.identifier.urihttps://scholarhub.balamand.edu.lb/handle/uob/6993-
dc.descriptionIncludes bibliographical references (p. 66-69)en_US
dc.description.abstractA significant quantity of plastic wastes is produced each year. Wastes are considered as one of the most dangerous problems that could destroy the environment. This problem is generally the result of discarding these wastes in improper places. For this, we can incorporate recycled wastes into the concrete mixtures of beams in order to give the beams a good resistance before the first crack’s appearance and to give them the ability to resist big loads. For this and to be able to examine the mechanical properties of PET which will be used in concrete, numerous experimentations were tested, but limited finite element studies were examined. This research aims to numerically model a reinforced lightweight concrete beam under the 4-point bending system. Various mixes with various PET rates were utilized. The used rates of PET were 1.5,2,3, and 4.5%. The concrete’s behavior was described by the Mazars damage model. The spatial variability of concrete's mechanical properties was increased by the incorporation of PET. This variability was numerically introduced using Gaussian random fields method. To reproduce the mechanical behaviors of concrete having recycled PET, the stochastic finite element models were found to be a reliable tool. The mean and standard deviation of the maximum force as well as for the maximum deflection of a RC beam having various PET rates ranging between 0 and 4.5% were predicted using the stochastic finite element method.en_US
dc.description.statementofresponsibilityby Amar Husseinen_US
dc.format.extent1 online resource (xi, 69 pages) : ill., tablesen_US
dc.language.isoengen_US
dc.rightsThis 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 holderen_US
dc.subjectPlastic wastes, finite element, lightweight-concrete, 4-point bending, Mazars damage model, mechanical properties, stochastic, stochastic finite element methoden_US
dc.subject.lcshConcrete--Mixingen_US
dc.subject.lcshReinforced concrete--Testingen_US
dc.subject.lcshRecycling (Waste, etc.)en_US
dc.subject.lcshPlastics in buildingen_US
dc.subject.lcshUniversity of Balamand--Dissertationsen_US
dc.subject.lcshDissertations, Academicen_US
dc.titleImpact of integrating plastic wastes in concrete mixtures on the mechanical properties and the shear behavior of RC beamsen_US
dc.typeThesisen_US
dc.contributor.corporateUniversity of Balamanden_US
dc.contributor.departmentDepartment of Civil Engineeringen_US
dc.contributor.facultyFaculty of Engineeringen_US
dc.contributor.institutionUniversity of Balamanden_US
dc.date.catalogued2023-09-13-
dc.description.degreeMS in Civil Engineeringen_US
dc.description.statusPublisheden_US
dc.identifier.ezproxyURLhttp://ezsecureaccess.balamand.edu.lb/login?url=http://olib.balamand.edu.lb/projects_and_theses/316179.pdfen_US
dc.identifier.OlibID316179-
dc.provenance.recordsourceOliben_US
Appears in Collections:UOB Theses and Projects
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