A multi-mechanical nonlinear fibre beam-column model for corroded columns

Purpose – A new modelling technique is developed to model the nonlinear behaviour of corrosion damaged reinforced concrete (RC) bridge piers subject to cyclic loading. The model employs a nonlinear beam-column element with multi-mechanical fibre sections using OpenSees. The nonlinear uniaxial materi...

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Veröffentlicht in:	International journal of structural integrity 2016-04, Vol.7 (2), p.213-226
Hauptverfasser:	Kashani, Mohammad M, Lowes, Laura N, Crewe, Adam J, Alexander, Nicholas A
Format:	Artikel
Sprache:	eng
Schlagworte:	Bridges Concrete Corrosion Ductility Earthquakes Engineering Materials science Metal fatigue Researchers Studies
Online-Zugang:	Volltext
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