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Local bond stress-slip relationship of reinforcing bars embedded in fiber reinforced concrete under splitting type failure - by Walid Jalkh

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dc.contributor.author Jalkh, Walid
dc.date.accessioned 2012-06-13T06:41:36Z
dc.date.available 2012-06-13T06:41:36Z
dc.date.issued 1993
dc.identifier.uri http://hdl.handle.net/10938/4761
dc.description Thesis (M.E.)--American University of Beirut. Department of Civil and Environmental Engineering, 1993.;"Advisor: Mohamed Harajli Associate Professor, Civil Engineering -- Members of Committee: Dr. Sami Abboud Klink, Professor, Civil Engineering Mohamed
dc.description Bibliography: leaves 71-75.
dc.description.abstract This study summarizes experimental results of the local bond stress-slip response of reinforcing bars embedded in fiber reinforced concrete (FRC) under splitting type failure. Pullout specimens were tested to study the effect of several parameters, namely
dc.format.extent x, 75 leaves : ill. cm.
dc.language.iso eng
dc.relation.ispartof Theses, Dissertations, and Projects
dc.subject.classification ET:003540 AUBNO
dc.subject.lcsh Reinforcing bars.
dc.subject.lcsh Reinforced concrete.
dc.title Local bond stress-slip relationship of reinforcing bars embedded in fiber reinforced concrete under splitting type failure - by Walid Jalkh
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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