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Modelling the response of reinforced concrete columns under biaxial bending, shear and axial forces
Bairán García, Jesús Miguel; Osorio Bustamante, Edison; Marí Bernat, Antonio Ricardo
Universitat Politècnica de Catalunya. Departament d'Enginyeria de la Construcció; Universitat Politècnica de Catalunya. TE - Tecnologia d´Estructures
A full 3D cross-section model is described and used to evaluate the performance of concrete columns. By means of a particular functional equation which ensures internal equilibrium among fibres, and the consideration for warping and distortion, the model is capable of taking into account the 3D phenomena involved in biaxial shear loading and confinement of concrete structures. Case studies are analysed to demonstrate these capabilities involving shear, confinement and distribution of transverse reinforcement. Latter, the performance of poorly detailed concrete columns failing in shear or retrofitted by external FRP.
Àrees temàtiques de la UPC::Enginyeria civil::Materials i estructures::Materials i estructures de formigó
Concrete construction -- Mathematical models
Non-linear analysis
Seismic
FRP
Shear
Confinement
Retrofitting
Biaxial loading
Columns
Construccions de formigó armat -- Anàlisi numèrica no-lineal
info:eu-repo/semantics/publishedVersion
info:eu-repo/semantics/conferenceObject
Civil-Comp Press
         

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