Please use this identifier to cite or link to this item: https://scholarhub.balamand.edu.lb/handle/uob/2877
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dc.contributor.advisorSaliba, Najib G.en_US
dc.contributor.authorBou Ferra'a, Georgesen_US
dc.contributor.authorMina, Sandraen_US
dc.date.accessioned2020-12-23T14:32:17Z-
dc.date.available2020-12-23T14:32:17Z-
dc.date.issued2019-
dc.identifier.urihttps://scholarhub.balamand.edu.lb/handle/uob/2877-
dc.descriptionIncludes bibliographical references (p. 37-38).en_US
dc.descriptionSupervised by Dr. Najib Saliba.en_US
dc.description.abstractNowadays, carbon fiber reinforced polymer can be used to strengthen steel sections. Strengthening is required due to changes in design philosophy. An experimental study will be carried out on strengthened steel girders to assess their structural behavior and the merits, if any, of the addition of carbon fiber to steel. The study focuses on the shear behavior of steel girders and explores the influence of carbon fiber on the structural capacity of the girder. Carbon Fiber Reinforced Polymer (CFRP) was produced in the University of Balamand Mechanical Engineering laboratory using hand layout process and is documented in this study. The CFRP were designed to be cut and placed as strips in various locations along the web of the steel girder. Due to unforeseen circumstances and time limitations the aim of the study was diverted towards the analysis of the application of CFRP to the flange of a steel H-beam. The CFRP was placed on the flange where buckling is estimated to take place. The beam was then tested under 4-point bending where load, deflections and strains were measured. It was observed that at the location of CFRP the flange had a better structural performance when compared to the side with no CFRP. It is therefore recommended to consider strengthening beams with CFRP at locations where failure is anticipated. Further study on the application of CFRP to steel girders is necessary especially in the area of shear and combined bending and shear load configurations.en_US
dc.description.statementofresponsibilityby Georges Bou Ferra'a, Sandra Minaen_US
dc.format.extentvii, 38 p. :ill., tables ;30 cm +1 CD-Rom (4 3/4 in.)en_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.titleStructural behaviour of composite steel girdersen_US
dc.typeProjecten_US
dc.contributor.departmentDepartment of Civil Engineeringen_US
dc.contributor.facultyFaculty of Engineeringen_US
dc.contributor.institutionUniversity of Balamanden_US
dc.date.catalogued2020-01-08-
dc.description.degreeMS in Civil Engineeringen_US
dc.description.statusUnpublisheden_US
dc.identifier.OlibID247670-
dc.rights.accessrightsThis item is under embargo until end of year 2021.en_US
dc.provenance.recordsourceOliben_US
Appears in Collections:UOB Theses and Projects
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