An analytical model tailored for the ultimate stress prediction of the FRP confined concrete section is presented. The model has been conceived to be implemented in a design code and a simple yet robust mechanics-based equation has been developed and tested against a set of experimental literature data. The model is thought for square/rectangular sections and considers the corner radius influence, so that circular sections are automatically included as a particular case.
Analytical modeling of square and rectangular concrete columns confined by FRP: ultimate strength prediction / Monti, Giorgio; Nistico', Nicola. - STAMPA. - (2008), pp. 39-39. (Intervento presentato al convegno 4th International Conference on FRP Composites in Civil Engineering tenutosi a Zurich - Switzerland nel July 22-24, 2008).
Analytical modeling of square and rectangular concrete columns confined by FRP: ultimate strength prediction
MONTI, Giorgio;NISTICO', Nicola
2008
Abstract
An analytical model tailored for the ultimate stress prediction of the FRP confined concrete section is presented. The model has been conceived to be implemented in a design code and a simple yet robust mechanics-based equation has been developed and tested against a set of experimental literature data. The model is thought for square/rectangular sections and considers the corner radius influence, so that circular sections are automatically included as a particular case.| File | Dimensione | Formato | |
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