Please use this identifier to cite or link to this item: https://scholarhub.balamand.edu.lb/handle/uob/5783
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dc.contributor.advisorGergess, Antoineen_US
dc.contributor.authorAwad, Antonioen_US
dc.date.accessioned2022-06-15T08:22:00Z-
dc.date.available2022-06-15T08:22:00Z-
dc.date.issued2022-
dc.identifier.urihttps://scholarhub.balamand.edu.lb/handle/uob/5783-
dc.descriptionIncludes bibliographical references (p. 77-78)en_US
dc.description.abstractThe purpose of the project is to evaluate the flexural and shear capacity of a reinforced concrete beam cast with a thin layer of High Strength Fiber Reinforced Cementitious Grout (HSFRCG). The main objective is to examine the increase in strength compared to a normal reinforced concrete beam. A feature of the project is that a 5 cm thick layer of HSFRCG is cast 40-minutes after a 25 cm thick layer of normal weight concrete is cast. The beam cast was analyzed experimentally and analytically. Results show that the increase in strength is insignificant compared to a similar reinforced concrete beam as the moment and shear capacity are almost equal. Results from the test, mainly strain variation and load-deflection curves are presented in this study.en_US
dc.description.statementofresponsibilityby Antonio Awaden_US
dc.format.extent1 online resource (xi, 78 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.subjectHSFRCG, strength, strain variation, deflection, moment capacity, shear capacityen_US
dc.subject.lcshConcrete beams--Testing--Evaluationen_US
dc.subject.lcshReinforced concrete constructionen_US
dc.subject.lcshReinforced concrete--Analysisen_US
dc.subject.lcshFiber-reinforced concreteen_US
dc.subject.lcshBuilding materialsen_US
dc.subject.lcshUniversity of Balamand--Dissertationsen_US
dc.subject.lcshDissertations, Academicen_US
dc.titleEvaluation of the flexural and shear capacity of a reinforced concrete beam cast with a thin layer of high strength fiber reinforced cementitious grouten_US
dc.typeProjecten_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.catalogued2022-06-15-
dc.description.degreeMS in Civil Engineeringen_US
dc.description.statusPublisheden_US
dc.identifier.OlibID299797-
dc.provenance.recordsourceOliben_US
Appears in Collections:UOB Theses and Projects
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