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Effect of FRP on bond strength of hooked bar anchorages in normal strength concrete structures - by Faten George Ibrahim

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dc.contributor.author Ibrahim, Faten George
dc.date.accessioned 2012-06-13T07:09:37Z
dc.date.available 2012-06-13T07:09:37Z
dc.date.issued 2006
dc.identifier.uri http://hdl.handle.net/10938/7122
dc.description Thesis (M.E.)--American University of Beirut, Dept. of Civil and Environmental Engineering, 2006.;"Advisor: Dr. Bilal Hamad, Professor, Department of Civil and Environmental Engineering--Member of Committee: Dr. Mohammad Harajli, Professor, Department of
dc.description Bibliography: leaves 197-198.
dc.description.abstract The primary objective of the research reported in this thesis was to assess the viability of using carbon fiber reinforced polymer (CFRP) sheets externally conf ining normal strength concrete beam-column joints, in increasing the bond streng th of the hoo
dc.format.extent xv, 198 leaves : col. ill. 30 cm.
dc.language.iso eng
dc.relation.ispartof Theses, Dissertations, and Projects
dc.subject.classification ET:004773 AUBNO
dc.subject.lcsh Anchorage (Structural engineering)
dc.subject.lcsh Fiber-reinforced concrete
dc.subject.lcsh Structural engineering
dc.title Effect of FRP on bond strength of hooked bar anchorages in normal strength concrete structures - by Faten George Ibrahim
dc.type Thesis
dc.contributor.department American University of Beirut. Faculty of Engineering and Architecture. Department of Civil and Environmental Engineering


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