Fire Resistance of Epoxy-grouted Steel Rod Connections in Laminated Veneer Lumber (LVL)

dc.contributor.authorHarris, Stuart
dc.date.accessioned2017-12-05T02:41:33Z
dc.date.available2017-12-05T02:41:33Z
dc.date.issued2004en
dc.description.abstractEpoxy-grouted steel rods are becoming increasingly popular for connections in structural timber in glue-laminated timber (glulam) and laminated veneer lumber (LVL). This research focuses on the fire resistance of these connections in LVL timber. These connections have been found to have high strength under service temperatures, but epoxy is known to soften at relatively low temperatures. To determine connection performance, an experimental investigation was carried out on the axial tensile strength of connections that utilised a threaded steel rod bonded into the timber using two epoxy resins and a composite adhesive. Some specimens were tested at constant elevated temperatures while similar specimens were tested in simulated fire conditions under constant load. The three adhesives tested gave different connection strengths at ambient temperatures and showed different strength losses at elevated temperatures.en
dc.identifier.urihttp://hdl.handle.net/10092/14749
dc.identifier.urihttp://dx.doi.org/10.26021/2464
dc.languageEnglish
dc.language.isoen
dc.publisherUniversity of Canterburyen
dc.rightsAll Right Reserveden
dc.rights.urihttps://canterbury.libguides.com/rights/thesesen
dc.titleFire Resistance of Epoxy-grouted Steel Rod Connections in Laminated Veneer Lumber (LVL)en
dc.typeTheses / Dissertationsen
thesis.degree.grantorUniversity of Canterburyen
thesis.degree.levelDoctoralen
thesis.degree.nameOtheren
uc.collegeFaculty of Engineeringen
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