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Effect of fibers on development-splice strength of reinforcing bars in tension - by Khalil Ali Salloukh

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dc.contributor.author Salloukh, Khalil Ali
dc.date.accessioned 2012-06-13T06:42:22Z
dc.date.available 2012-06-13T06:42:22Z
dc.date.issued 1995
dc.identifier.uri http://hdl.handle.net/10938/4943
dc.description Thesis (M.E.)-- American University of Beirut. Department of Civil and Environmental Engineering,1995.;"Advisor: Dr. Bilal Hamad, Assistant Professor, Civil Engineering – Members of Committee: Dr. Mohamed Harajli, Associate Professor, Civil Engineering
dc.description Bibliography: leaves 86-89.
dc.description.abstract The effects of fibers on development-splice strength of reinforcing bars in tension are investigated. Three series of beam specimens, with five beams each, lap spliced at midspan, were tested. The research parameters were: bar diameter (d0), fiber type, f
dc.format.extent xvi, 89 leaves : ill. cm.
dc.language.iso eng
dc.relation.ispartof Theses, Dissertations, and Projects
dc.subject.classification ET:003624 AUBNO
dc.subject.lcsh Fiber-reinforced concrete.
dc.subject.lcsh Composite-reinforced concrete.
dc.subject.lcsh Fibers.
dc.title Effect of fibers on development-splice strength of reinforcing bars in tension - by Khalil Ali Salloukh
dc.title.alternative Splice strength in fiber concrete
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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