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 |