Modelling confinement in concrete columns and bridge piers through 3d nonlinear finite element analysis

Vassilis K. Papanikolaou, Andreas J. Kappos

Research output: Chapter in Book/Report/Conference proceedingConference contributionpeer-review

10 Scopus citations

Abstract

The goal of this analytical study is to evaluate the effectiveness of different confinement reinforcement arrangements in reinforced concrete columns and bridge piers under axial monotonie loading, in terms of structural strength and ductility. While in most previous studies the effect of confinement is handled by phenomenological models using semi-empirical 'confinement effectiveness' factors, it is attempted here to shift the investigation to full three-dimensional (3D) finite element analysis. Constitutive model calibration and finite element modelling is followed by selected analysis results, compared with experimental results for validation purposes. A parametric study (part of which is a novel post-processing utility) is finally performed in order to evaluate the effectiveness of different confinement reinforcement configurations in rectangular solid and hollow sections.

Original languageBritish English
Title of host publicationKeep Concrete Attractive - Proceedings of the fib Symposium 2005
EditorsAdorjan Borosnyoi, Gyorgy L. Balazs
Pages488-495
Number of pages8
ISBN (Electronic)963420838X, 9789634208389
StatePublished - 2005
Event2005 fib Symposium on Keep Concrete Attractive - Budapest, Hungary
Duration: 23 May 200525 May 2005

Publication series

NameKeep Concrete Attractive - Proceedings of the fib Symposium 2005
Volume1

Conference

Conference2005 fib Symposium on Keep Concrete Attractive
Country/TerritoryHungary
CityBudapest
Period23/05/0525/05/05

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