Effect of corrosion on high strength bolts

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dc.contributor.advisorDawe, John
dc.contributor.advisorL., Dawe
dc.contributor.authorMurphy, Michael A.
dc.date.accessioned2023-06-07T21:20:04Z
dc.date.available2023-06-07T21:20:04Z
dc.date.issued1989
dc.description.abstractThis report investigates the effect of corrosion on high strength bolts. One hundred A325 bolts were tested in a model of a structural steel joint. Fifty of these were cadmium plated and fifty were regular A325 bolts. The bolts were subjected to three degrees of corrosion, field, shop and pulp mill. The results of this testing suggests that the bolts be installed in accordance with CSA-S16.1 M84, with the exception of the cadmium plated bolts in the field corrosion condition. These bolts should be installed by rotating the nut 2/3 of a turn from snug tight.
dc.description.copyrightNot available for use outside of the University of New Brunswick
dc.description.noteMurphy, Michael A (1989). Effect of corrosion on high strength bolts . (Engineering Senior Report no. T-1427 1989). Fredericton : University of New Brunswick, Dept. of Civil Engineering T-1427 1989 1882/17762
dc.format.extentiv, 34 pages
dc.format.mediumelectronic
dc.identifier.urihttps://unbscholar.lib.unb.ca/handle/1882/35487
dc.language.isoen_CA
dc.publisherUniversity of New Brunswick
dc.rightshttp://purl.org/coar/access_right/c_16ec
dc.subject.disciplineCivil Engineering
dc.titleEffect of corrosion on high strength bolts
dc.typesenior report
thesis.degree.disciplineCivil Engineering
thesis.degree.fullnameBachelor of Science in Engineering
thesis.degree.grantorUniversity of New Brunswick
thesis.degree.levelundergraduate
thesis.degree.nameB.Sc.E.

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