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Analysis of reinforced concrete elements strengthened by prestressed FRP laminates through non-linear and evolutive models
Oller Ibars, Eva; Marí Bernat, Antonio Ricardo; Bairán García, Jesús Miguel
Universitat Politècnica de Catalunya. Departament d'Enginyeria de la Construcció; Universitat Politècnica de Catalunya. TE - Tecnologia d´Estructures
In this paper a non-linear and time dependent evolutive analysis model, previously developed by the authors, is applied to the prediction of the response of reinforced concrete structures strengthened in flexure by FRP prestressed laminates throughout the elastic, cracked and ultimate ranges. The model considers the structural effects of changes in geometry, structural scheme, material properties and applied loads that may occur along the structure service life, including those due to strengthening.
Àrees temàtiques de la UPC::Enginyeria civil::Materials i estructures::Materials i estructures de formigó
Fiber-reinforced concrete--Mechanical properties
Formigó armat amb fibres
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