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dc.contributor.advisorSaadatmanesh, Hamiden_US
dc.contributor.authorKaiser, Richard Lawrence
dc.creatorKaiser, Richard Lawrenceen_US
dc.date.accessioned2014-06-11T23:32:30Z
dc.date.available2014-06-11T23:32:30Z
dc.date.issued2014
dc.identifier.urihttp://hdl.handle.net/10150/321006
dc.description.abstractA lightweight carbon fiber reinforced polymer (CFRP) sandwich panel has been developed for floor use in commercial office building construction. CFRP laminate skins were combined with low-density rigid polyurethane foam to create a composite sandwich panel suitable for floor use. The CFRP sandwich panel was optimized to withstand code prescribed office-building live loads using a 3D finite element computer program called SolidWorks. The thickness of the polyurethane foam was optimized to meet both strength and serviceability requirements for gravity loading. Deflection ultimately was the controlling factor in the design, as the stresses in the composite materials remained relatively low. The CFRP sandwich panel was then subjected to combined gravity and lateral loading, which included seismic loads from a fictitious 5-story office building located in a region of high seismic risk. The results showed that CFRP sandwich panels are a viable option for use with floors, possessing sufficient strength and stiffness for meeting code prescribed design loads, while providing significant benefits over traditional construction materials.
dc.language.isoen_USen
dc.publisherThe University of Arizona.en_US
dc.rightsCopyright © is held by the author. Digital access to this material is made possible by the University Libraries, University of Arizona. Further transmission, reproduction or presentation (such as public display or performance) of protected items is prohibited except with permission of the author.en_US
dc.subjectCFRPen_US
dc.subjectComposite Sandwich Panelsen_US
dc.subjectFiber Reinforced Polymersen_US
dc.subjectFloor Diaphragmsen_US
dc.subjectLightweight Floor Systemsen_US
dc.subjectCivil Engineeringen_US
dc.subjectCarbon Fiber Compositesen_US
dc.titleAnalysis and Connection of Lightweight CFRP Sandwich Panels for Use as Floor Diaphragms in Structural Steel Buildingsen_US
dc.typetexten
dc.typeElectronic Dissertationen
thesis.degree.grantorUniversity of Arizonaen_US
thesis.degree.leveldoctoralen_US
dc.contributor.committeememberSaadatmanesh, Hamiden_US
dc.contributor.committeememberUhlmann, Donalden_US
dc.contributor.committeememberJo, Hongkien_US
dc.contributor.committeememberFleischman, Roberten_US
dc.description.releaseRelease 5-May-2016en_US
thesis.degree.disciplineGraduate Collegeen_US
thesis.degree.disciplineCivil Engineeringen_US
thesis.degree.namePh.D.en_US
refterms.dateFOA2016-05-05T00:00:00Z
html.description.abstractA lightweight carbon fiber reinforced polymer (CFRP) sandwich panel has been developed for floor use in commercial office building construction. CFRP laminate skins were combined with low-density rigid polyurethane foam to create a composite sandwich panel suitable for floor use. The CFRP sandwich panel was optimized to withstand code prescribed office-building live loads using a 3D finite element computer program called SolidWorks. The thickness of the polyurethane foam was optimized to meet both strength and serviceability requirements for gravity loading. Deflection ultimately was the controlling factor in the design, as the stresses in the composite materials remained relatively low. The CFRP sandwich panel was then subjected to combined gravity and lateral loading, which included seismic loads from a fictitious 5-story office building located in a region of high seismic risk. The results showed that CFRP sandwich panels are a viable option for use with floors, possessing sufficient strength and stiffness for meeting code prescribed design loads, while providing significant benefits over traditional construction materials.


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