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dc.contributor.advisorThiagarajan, Ganesh, 1963-eng
dc.contributor.authorEilers, Michael Glenneng
dc.date.issued2012-08-28eng
dc.date.submitted2012 Summereng
dc.descriptionTitle from PDF of title page, viewed on August 28, 2012eng
dc.descriptionDissertation advisor: Ganesh Thiagarajaneng
dc.descriptionVitaeng
dc.descriptionIncludes bibliographic references (p. 219-221)eng
dc.descriptionThesis (Ph.D.)--School of Computing and Engineering and Dept. of Mathematics and Statistics. University of Missouri--Kansas City, 2012eng
dc.description.abstractA common precast industry repair for missing or misplaced connection plates is the use of an adhesive anchor system to fasten repair plates to precast members. Typically, the repair plate will experience elevated temperatures during the welding of the loose erection plate to the repair plate. Limited testing and theoretical data are currently available to provide design guidelines on how the elevated temperatures induced by welding affect the behavior and capacity of the adhesive anchoring systems. This dissertation outlines bond tests, eccentric shear tests, and a temperature investigation performed using a hybrid adhesive system in precast concrete repair applications. In addition, limited bond strength testing data using a high strength two-part epoxy adhesive is also included. The overall aim of this work is to provide test data and guidance to the industry and design professionals when designing adhesive anchoring systems for repair applications exposed to welding.eng
dc.description.tableofcontentsIntroduction -- Experimental methods, materials and analytical predictions -- Evaluation of confined static tension tests -- Evaluation of eccentric shear load test specimens -- Evaluation of temperature gradient test specimens -- Recommendations, conclusions, and future work -- Appendix A -- Appendix B -- Appendix Ceng
dc.format.extentxvi, 222 pageseng
dc.identifier.urihttp://hdl.handle.net/10355/14979eng
dc.publisherUniversity of Missouri--Kansas Cityeng
dc.subject.lcshPrecast concrete -- Maintenance and repaireng
dc.subject.otherDissertation -- University of Missouri--Kansas City -- Engineeringeng
dc.subject.otherDissertation -- University of Missouri--Kansas City -- Mathematicseng
dc.titleInvestigation of strength of a hybrid adhesive anchor system used in precast concrete welded repair applications subjected to tensile and eccentric shear loadingeng
dc.typeThesiseng
thesis.degree.disciplineEngineering (UMKC)eng
thesis.degree.disciplineMathematics (UMKC)eng
thesis.degree.grantorUniversity of Missouri--Kansas Cityeng
thesis.degree.levelDoctoraleng
thesis.degree.namePh.D.eng


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