The load deformation response of single bolt connections

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dc.contributor.authorKarsu, Buraken
dc.contributor.committeechairEasterling, William Samuelen
dc.contributor.committeememberGarst, Donald A.en
dc.contributor.committeememberBarker, Richard M.en
dc.contributor.departmentCivil Engineeringen
dc.date.accessioned2014-03-14T21:27:44Zen
dc.date.adate2009-01-24en
dc.date.available2014-03-14T21:27:44Zen
dc.date.issued1995-09-05en
dc.date.rdate2009-01-24en
dc.date.sdate2009-01-24en
dc.description.abstractSophisticated design techniques such as partially restrained connections need detail information on the load-deformation response of bolted connections. The behavior of single bolt, single shear connections are studied. Seventy tests with different configurations were conducted to evaluate their failure mechanisms and load-deformation characteristics. Comparisons to previous study were made. A new analytical model for the determination of load-deformation response of bolted connections was presented as well as a new Unified Design Curves approach for design purposes. It has been proven that this generalized method can be used efficiently.en
dc.description.degreeMaster of Scienceen
dc.format.extentx, 325 leavesen
dc.format.mediumBTDen
dc.format.mimetypeapplication/pdfen
dc.identifier.otheretd-01242009-063304en
dc.identifier.sourceurlhttp://scholar.lib.vt.edu/theses/available/etd-01242009-063304/en
dc.identifier.urihttp://hdl.handle.net/10919/40751en
dc.language.isoenen
dc.publisherVirginia Techen
dc.relation.haspartLD5655.V855_1995.K377.pdfen
dc.relation.isformatofOCLC# 34353669en
dc.rightsIn Copyrighten
dc.rights.urihttp://rightsstatements.org/vocab/InC/1.0/en
dc.subjectbolt connectionsen
dc.subject.lccLD5655.V855 1995.K377en
dc.titleThe load deformation response of single bolt connectionsen
dc.typeThesisen
dc.type.dcmitypeTexten
thesis.degree.disciplineCivil Engineeringen
thesis.degree.grantorVirginia Polytechnic Institute and State Universityen
thesis.degree.levelmastersen
thesis.degree.nameMaster of Scienceen

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