Please use this identifier to cite or link to this item: http://hdl.handle.net/2440/57409
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dc.contributor.authorMuhammad Rashid, Raizal Saifulnazen
dc.date.issued2007en
dc.identifier.urihttp://hdl.handle.net/2440/57409-
dc.description.abstractThe major contribution of this thesis is towards the shear capacity and shear failure mechanism of reinforced concrete beams with adhesively bonded transverse near surface mounted fiber reinforced plastic plates. In shear strengthening, there are two forms of plate debonding that interact with each other consisting of intermediate crack debonding that is governed by the axial forces in the plate are induced by shear deformations. This research considers both forms of debonding and in particularl their interaction. -- From abstract.en
dc.subjectconcrete beams strains and stresses; concrete beams testing; reinforced concrete, fiber testing; reinforced concrete, fiber testing; reinforced concrete testing; reinforced concrete testing; structural engineeringen
dc.titleShear capacity of fiber reinforced polymer strengthened reinforced concrete beams.en
dc.typeThesisen
dc.contributor.schoolSchool of Civil and Environmental Engineeringen
dc.provenanceThis electronic version is made publicly available by the University of Adelaide in accordance with its open access policy for student theses. Copyright in this thesis remains with the author. This thesis may incorporate third party material which has been used by the author pursuant to Fair Dealing exception. If you are the author of this thesis and do not wish it to be made publicly available or If you are the owner of any included third party copyright material you wish to be removed from this electronic version, please complete the take down form located at: http://www.adelaide.edu.au/legals-
dc.description.dissertationThesis (Ph.D.) -- University of Adelaide, School of Civil and Environmental Engineering, 2007en
Appears in Collections:Research Theses

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