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| dc.contributor.author | Jumah, Ghassan Khaled |
| dc.date.accessioned | 2012-06-13T06:41:24Z |
| dc.date.available | 2012-06-13T06:41:24Z |
| dc.date.issued | 1992 |
| dc.identifier.uri | http://hdl.handle.net/10938/4690 |
| dc.description | Thesis (M.E.)-- American University of Beirut. Department of Civil and Environmental Engineering, 1992.;"Advisor: Bilal Hamad, Assistant Professor, Civil Engineering -- Members of Committee: Raja Iliya, Professor, Civil Engineering Constantine |
| dc.description | Bibliography: leaves 71-72. |
| dc.description.abstract | The theory of reinforced concrete is based on stress transfer between steel and concrete. In order for the steel to develop its full yield force in tension, there should be some bond between that steel and the surrounding concrete. With the deformed bars, |
| dc.format.extent | xiv, 87 leaves : ill. cm. |
| dc.language.iso | eng |
| dc.relation.ispartof | Theses, Dissertations, and Projects |
| dc.subject.classification | ET:003523 AUBNO |
| dc.subject.lcsh | Reinforcing bars. |
| dc.subject.lcsh | Deformations (Mechanics). |
| dc.title | Effect of deformation properties on bond-slip characteristics of reinforcing bars |
| dc.type | Thesis |
| dc.contributor.department | American University of Beirut. Faculty of Engineering and Architecture. Department of Civil and Environmental Engineering |
