Please use this identifier to cite or link to this item: https://scholarhub.balamand.edu.lb/handle/uob/5072
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dc.contributor.advisorSaliba, Najib G.en_US
dc.contributor.authorKhoury, Freddyen_US
dc.date.accessioned2021-06-11T08:58:18Z-
dc.date.available2021-06-11T08:58:18Z-
dc.date.issued2021-
dc.identifier.urihttps://scholarhub.balamand.edu.lb/handle/uob/5072-
dc.descriptionIncludes bibliographical references (p. 56-57)en_US
dc.description.abstractStainless steel was developed in the early 1900’s constituting of ferrite and austenite. The second type of steel was the carbon steel which was more useful due to the ability to resist intergranular corrosion and had lower nickel content than the stainless steel. After the development of carbon steel, which was a big step evolving and lowering the nickel content, it was time to discover a new material as helpful as carbon steel but maybe more cost efficient and maybe experiencing better capacity. Carbon steel has been used before but now stainless steel is being used more and more because of the new evolved stainless steel which is the lean duplex stainless steel. At the year of 1980’s lean duplex stainless steel was developed for favorable reasons, one of the main reasons was its low nickel content. As all may know, stainless steel is considered high priced in the construction industry because of its main initial (nickel content), but thanks to lean duplex stainless steel (LDSS) this problem will vanish due to the low nickel content. The aim of this thesis project is to study the behavior of metallic columns regarding their cross sections, lengths and the grade used whether it was carbon steel or LDSS, with the help of the software ABAQUS; alongside of the sections of the columns, the imperfection modes and imperfection amplitudes played a big role in the comparison of the materials because each column experienced different attitudes due to the difference in imperfections. After performing all the models and examining each section whether it is affected by an attribute or not results were shown. It appeared that the lean duplex stainless steel columns performed a better column capacity then the carbon steel columns. Finally, a comparison was made between each section of the columns by using the two different grades of steel and finally in the conclusion recommendations concerning the design were produced.en_US
dc.description.statementofresponsibilityby Freddy Khouryen_US
dc.format.extent1 online resource (ix, 57 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.subjectABAQUS, carbon steel, columns, finite elements, imperfections, lean duplex, stainless steel, web thicknessen_US
dc.subject.lcshCivil engineeringen_US
dc.subject.lcshSustainable engineeringen_US
dc.subject.lcshStructural materialsen_US
dc.subject.lcshEngineering--Materialsen_US
dc.subject.lcshDissertations, Academicen_US
dc.subject.lcshUniversity of Balamand--Dissertationsen_US
dc.titleStructural behavior of metallic columnsen_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.catalogued2021-06-11-
dc.description.degreeMS in Civil Engineeringen_US
dc.description.statusUnpublisheden_US
dc.identifier.OlibID289639-
dc.relation.ispartofbookseriesUniversity of Balamand. Graduate Projecten_US
dc.rights.accessrightsThis item is under embargo until end of year 2023.en_US
dc.provenance.recordsourceOliben_US
Appears in Collections:UOB Theses and Projects
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