Hassanen, M.A.H. (2002) Detailed examination of the modes of failure associated with FRP plated RC beams. Civilica. p. 13. ISSN 1735-5540Full text not available in this repository. (Request a copy from the Strathclyde author)
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).
|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|
|Depositing user:||Strathprints Administrator|
|Date Deposited:||17 Sep 2009 09:31|
|Last modified:||04 Jan 2017 01:02|