Hassanen, M.A.H. (2002) Detailed examination of the modes of failure associated with FRP plated RC beams. Civilica. p. 13. ISSN 1735-5540
Full text not available in this repository. (Request a copy from the Strathclyde author)Abstract
All possible changes in the modes of failure, as a result of variations in the modulus of elasticity of the FRP material (while keeping its associated ultimate tensile strength, for a given beam design, constant), in externally plated RC beams, have been addressed in some detail, with a quantitative treatment of the critical values of the FRP modulus of elasticity associated with various failure mode transitions (ie changes).
| Item type: | Article |
|---|---|
| ID code: | 8546 |
| Keywords: | fibre-reinforced polymer plates, reinforced concrete, bridges, failure analysis, fiber reinforced materials, flexure, improvements, modulus of elasticity, quantitative analysis, concrete beam, Engineering (General). Civil engineering (General) |
| Subjects: | Technology > Engineering (General). Civil engineering (General) |
| Department: | Faculty of Engineering > Civil and Environmental Engineering |
| Related URLs: | |
| Depositing user: | Strathprints Administrator |
| Date Deposited: | 17 Sep 2009 10:31 |
| Last modified: | 12 Mar 2012 10:49 |
| URI: | http://strathprints.strath.ac.uk/id/eprint/8546 |
Actions (login required)
| View Item |