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Behavior of bond critical regions wrapped with FRP sheets in normal strength concrete - by Bruno Roger Salwan
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| dc.contributor.author | Salwan, Bruno Roger |
| dc.date.accessioned | 2012-06-13T07:07:23Z |
| dc.date.available | 2012-06-13T07:07:23Z |
| dc.date.issued | 2003 |
| dc.identifier.uri | http://hdl.handle.net/10938/6516 |
| dc.description | Thesis (M.E.)--Dept. of Civil and Environmental Engineering, AUB, 2003.;"Advisor: Dr. Bilal Hamad, Professor, Civil and Environmental Engineering--Member of Committee: Dr. Mohamad Harajli, Professor, Civil and Environmental Engineering--Member of Committe |
| dc.description | References : leaves 128-129. |
| dc.description.abstract | To prolong the service life of existing structures and besides other repairing methods, fiber reinforced polymer (FRP) sheets are being used. It has been found in an earlier research, that in addition to the efficient behavior of FRP in flexure and shear, |
| dc.format.extent | xii, 129 leaves : ill., tables 30 cm. |
| dc.language.iso | eng |
| dc.relation.ispartof | Theses, Dissertations, and Projects |
| dc.subject.classification | ET:004355 AUBNO |
| dc.subject.lcsh | Concrete beams -- Testing |
| dc.subject.lcsh | High strength concrete |
| dc.subject.lcsh | Fiber-reinforced concrete |
| dc.title | Behavior of bond critical regions wrapped with FRP sheets in normal strength concrete - by Bruno Roger Salwan |
| dc.type | Thesis |
| dc.contributor.department | American University of Beirut. Faculty of Engineering and Architecture. Department of Civil and Environmental Engineering |
