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Seismic behavior and retrofit of outrigger knee jointsShattarat, Nasim Khalil, January 2004 (has links) (PDF)
Thesis (Ph. D. in Civil Engineering)--Washington State University. / Includes bibliographical references.
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Effects of temperature and relative humidity upon the strength of lumber rigid joints (with plywood gussets)Viray, Fernando Lopez. January 1963 (has links)
Thesis (M.S.)--University of Wisconsin, 1963. / eContent provider-neutral record in process. Description based on print version record. Includes bibliographical references (leaf 22).
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<>.Tan, Xinyuan. January 2008 (has links)
Thesis (Ph.D)--Aerospace Engineering, Georgia Institute of Technology, 2009. / Committee Chair: Armanios, Erian; Committee Member: Dancila, D. Stefan; Committee Member: Declercq, Nico F.; Committee Member: Haj-Ali, Rami; Committee Member: Johnson, W. Steven. Part of the SMARTech Electronic Thesis and Dissertation Collection. Non-Latin script record
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Fatigue crack propagation behavior of stainless steel welds.Kusko, Chad S. Unknown Date (has links)
Thesis (Ph.D.)--Lehigh University, 2002. / Source: Dissertation Abstracts International, Volume: 63-04, Section: B, page: 2018. Adviser: John N. DuPont.
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An analytical and experimental examination of wood tension joints having a large number of boltsCramer, C. O. January 1967 (has links)
Thesis (Ph. D.)--University of Wisconsin, 1967. / Typescript. Vita. eContent provider-neutral record in process. Description based on print version record. Includes bibliography.
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Theoretical design of a nailed or bolted joint under lateral loadStluka, Robert T. January 1960 (has links)
Thesis (M.S.)--University of Wisconsin--Madison, 1960. / Typescript. eContent provider-neutral record in process. Description based on print version record. Includes bibliographical references (leaves 53-54).
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Finite Element and Experimental Analyses of Hybrid Joints Subjected to Fully Reversed Flexure Fatigue LoadingDow, Douglas Donald January 2008 (has links) (PDF)
No description available.
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A study of an interior joint for large panel precast buildings /Noor, Iqbal January 1987 (has links)
No description available.
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Cyclic load tests of composite beam-column connectionsDunberry, Max. January 1982 (has links)
No description available.
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Characterization of adhesively bonded joints using bulk adhesive propertiesKon, Haruhiko 24 January 2009 (has links)
Though using bulk adhesive properties to predict adhesively bonded joint response has yet to be proven infallible, based upon the success of previous works, this effort attempts to shed some light on the stresses present in a typical automotive bonded joint. Adhesive material properties obtained in previous works were used in a finite element analysis of a simulated automotive joint to predict the stresses in that joint.
The automotive joint analyzed was a simplified representation of a joint provided by General Motors. The specifications included the rate or stiffness of the joint and the materials to be used. The basic design of the joint is a rectangular solid section steel frame to which an SMC panel is bonded using Ashland Chemical urethane based adhesives.
Due to computer time constraints and problem complexity, a complete analysis including a time dependent, viscoelastic analysis was not possible. The linear elastic case analyzed gave important insight into the magnitudes of stresses to be expected in a typical joint. It was found that for an applied load to produce a 1 degree deflection in the steel frame, the stresses in the adhesive were below 20% of the ultimate tensile strength of the adhesive. This low stress state is significant because the adhesive behaves as a linear viscoelastic material in that range, making further analysis less complicated and time consuming. / Master of Science
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