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dc.contributor.advisorYura, J. A.
dc.creatorPerry, William Charles
dc.date.accessioned2017-06-26T20:00:51Z
dc.date.available2017-06-26T20:00:51Z
dc.date.issued1981
dc.identifierdoi:10.15781/T25D8NN3M
dc.identifier.urihttp://hdl.handle.net/2152/47326
dc.description.abstractThirty bolted symmetrical butt splices were tested to evaluate the effects of bearing ratio and lateral confinement on bearing type bolted connections. Net cross section failure, bearing failure, and end tearout failure were examined, and the load versus deflection relationship and general specimen behavior were used to form recommendations for both defining and predicting failure in bearing type bolted connections.en_US
dc.format.mediumelectronicen_US
dc.language.isoengen_US
dc.relation.ispartofUT Electronic Theses and Dissertationsen_US
dc.rightsCopyright © is held by the author. Presentation of this material on the Libraries' web site by University Libraries, The University of Texas at Austin was made possible under a limited license grant from the author who has retained all copyrights in the works.en_US
dc.subject.lcshBolted joints--Testing
dc.titleThe bearing strength of bolted connectionsen_US
dc.typeThesisen_US
dc.description.departmentCivil, Architectural, and Environmental Engineeringen_US
dc.type.genreThesisen_US
thesis.degree.departmentCivil, Architectural, and Environmental Engineeringen_US
thesis.degree.disciplineCivil Engineeringen_US
thesis.degree.grantorUniversity of Texas at Austinen_US
thesis.degree.levelMastersen_US
thesis.degree.nameMaster of Science in Engineeringen_US
dc.rights.restrictionOpenen_US


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