Bond and anchorage of lap splices of reinforcing bars with different deformation properties - by Antoine Makhlouf

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dc.contributor.authorMakhlouf, Antoine
dc.contributor.departmentDepartment of Civil and Environmental Engineering
dc.contributor.facultyFaculty of Engineering and Architecture
dc.contributor.institutionAmerican University of Beirut
dc.date1993
dc.date.accessioned2012-06-13T06:41:36Z
dc.date.available2012-06-13T06:41:36Z
dc.date.issued1993
dc.descriptionThesis (M.E.)--American University of Beirut. Department of Civil and Environmental Engineering, 1993.;"Advisor: Bilal Hamad, Assistant Professor, Civil Engineering Members of Committee: Muhammad Harajli, Associate Professor, Civil Engineering Isam Kay
dc.descriptionBibliography: leaves 67-68.
dc.description.abstractBeams were designed to include two reinforcing bars in tension, spliced at the center of the span. The splice length was selected so that the bars would fail in bond, splitting the concrete cover in the splice region, before reaching the yield point. The
dc.format.extentx, 83 leaves : ill. cm.
dc.identifier.urihttp://hdl.handle.net/10938/4762
dc.language.isoen
dc.relation.ispartofTheses, Dissertations, and Projects
dc.subject.classificationET:003539 AUBNO
dc.subject.lcshReinforcing bars.
dc.titleBond and anchorage of lap splices of reinforcing bars with different deformation properties - by Antoine Makhlouf
dc.typeThesis

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