Finite element analysis of glass fiber reinforced polymer bridge decks

dc.contributor.authorZhang, Cheng
dc.contributor.examiningcommitteeShehata, Emile (Civil Engineering) Shalaby, Ahmed (Civil Engineering) Thomson, Douglas (Electrical and Computer Engineering)en
dc.contributor.supervisorMufti, Aftab (Civil Engineering)en
dc.date.accessioned2010-04-08T21:30:43Z
dc.date.available2010-04-08T21:30:43Z
dc.date.issued2010-04-08T21:30:43Z
dc.degree.disciplineCivil Engineeringen_US
dc.degree.levelMaster of Science (M.Sc.)en_US
dc.description.abstractDeterioration of concrete bridge decks has become a serious problem in the past few decades. Fortunately, non-corrosive, light-weight Fiber Reinforced Polymer (FRP) material provides an excellent alternative. More than 117 bridges in the USA have been built or repaired with FRP. In Canada, no FRP bridge deck has been used in the field, yet. However, Wardrop Engineering Inc., Faroex Ltd., and ISIS Canada have successfully designed, manufactured, and patented the filament-wound Glass Fiber Reinforced Polymer (GFRP) bridge deck. Since there is no design code for FRP bridge decks, a finite element method, labeled “L&D”, is proposed in this thesis to help bridge engineers better understand the structural behavior of FRP bridge decks. The L&D method is validated by comparing the analysis results with the experimental results of three filament-wound GFRP bridge decks. This L&D method is also applicable for analyzing FRP bridge decks manufactured by other processes.en
dc.description.noteMay 2010en
dc.format.extent3636303 bytes
dc.format.mimetypeapplication/pdf
dc.identifier.urihttp://hdl.handle.net/1993/3933
dc.language.isoengen_US
dc.rightsopen accessen_US
dc.subjectFinite element analysisen
dc.subjectFiber reinforced polymeren
dc.subjectBridge decken
dc.subjectLinear analysis modelen
dc.subjectDelamination analysis modelen
dc.titleFinite element analysis of glass fiber reinforced polymer bridge decksen
dc.typemaster thesisen_US
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