Modeling Aspects Concerning The Axial Behavior
Of RC Columns
Author(s)
H. O. Koksal, T. Turgay, C. Karakoç & S. Ayçenk
Abstract
This paper is concerned with the axial behavior of the RC columns. Stress-strain
relationships of experimentally tested RC columns under concentric loading are
compared with the predictions of the Koksal model. Moment-curvature analyses
of RC sections are also performed employing the same model in a self-developed
moment-curvature program for confined concrete. Results are compared with the
output of EXTRACT which uses the Mander concrete model.
Keywords: confinement, reinforced concrete columns, concentric loading,
stress–strain relations.
1 Introduction
Confining pressure on RC columns increases the concrete strength. Transverse
reinforcements such as steel stirrups, FRP wraps, and steel jackets create a triaxial
compressive stress state producing confinement action around the concrete
core. Extensive research on the improvement of concrete confinement has been
carried out since the pioneering study of Richart et al. [1]. The constitutive
model for confined concrete plays an important role on the accuracy of the
moment-curvature curves to perform a reliable pushover analysis of RC frames.
There are some frequently cited models (Hognestad [2], Kent and Park [3],
Sheikh and Uzumeri [4], Mander et al. [5], Saatcioglu and Razvi [6]) to predict
Keywords
confinement, reinforced concrete columns, concentric loading,
stress–strain relations
Related Book
Other papers in this volume
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