نمایش مختصر رکورد

dc.contributor.authorSadat Hosseini, Alirezaen_US
dc.contributor.authorBahaari, Mohamad Rezaen_US
dc.contributor.authorLesani, Mohamaden_US
dc.date.accessioned1399-07-08T17:23:05Zfa_IR
dc.date.accessioned2020-09-29T17:23:05Z
dc.date.available1399-07-08T17:23:05Zfa_IR
dc.date.available2020-09-29T17:23:05Z
dc.date.issued2018-01-01en_US
dc.date.issued1396-10-11fa_IR
dc.date.submitted2017-05-22en_US
dc.date.submitted1396-03-01fa_IR
dc.identifier.citationSadat Hosseini, Alireza, Bahaari, Mohamad Reza, Lesani, Mohamad. (2018). Stress Concentration Factors Of FRP-Wrapped Tubular T-Joints Of Jacket Type Offshore Platforms under Brace Axial Loading. Journal of Coastal and Marine Engineering, 1(1), 34-38.en_US
dc.identifier.issn2645-436X
dc.identifier.issn2645-4378
dc.identifier.urihttp://www.jcme-journal.com/article_54616.html
dc.identifier.urihttps://iranjournals.nlai.ir/handle/123456789/19713
dc.description.abstract<span>The present research investigates the relative stress concentration factors (SCF) in a T-joint strengthened with fiber reinforced polymers (FRP) subjected to brace axial loading employing finite element analysis. In this research, three types of FRP material consisting of glass-vinyl ester, glass-epoxy and carbon-epoxy were used as strengthening materials. The FRP was applied on a basic numerical FE model, which were validated against the well-known experimental results on weld toe SCFs. The results showed that the use of stiffer FRP materials on the chord induced more reduction in SCF values. Besides, the use of carbon-epoxy material had efficacy about three times that of GFRP materials in decreasing SCF values. Carbon-epoxy with thickness of 1mm, as the strengthening material decreased the SCF values up to 2.5 and 10.1% at the chord crown and saddle points, respectively.</span>en_US
dc.format.extent612
dc.format.mimetypeapplication/pdf
dc.languageEnglish
dc.language.isoen_US
dc.publisherIranian Coastal and Marine Structural Engineering Associationen_US
dc.relation.ispartofJournal of Coastal and Marine Engineeringen_US
dc.subjectTubular T-jointen_US
dc.subjectFRPen_US
dc.subjectSCFen_US
dc.subjectFinite Elementen_US
dc.subjectCHSen_US
dc.titleStress Concentration Factors Of FRP-Wrapped Tubular T-Joints Of Jacket Type Offshore Platforms under Brace Axial Loadingen_US
dc.typeTexten_US
dc.typeOriginal Articleen_US
dc.contributor.departmentDepartment of Civil Engineering, College of Engineering, University of Tehran, Tehran, Iranen_US
dc.contributor.departmentDepartment of Civil Engineering, College of Engineering, University of Tehran, Tehran, Iranen_US
dc.contributor.departmentDepartment of Civil Engineering, College of Engineering, Sadra University, Tehran, Iranen_US
dc.citation.volume1
dc.citation.issue1
dc.citation.spage34
dc.citation.epage38


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