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Open image in new window Fig. 12 Representation of the equivalent axially loaded column.
The feasibility of the system discussed was demonstrated by structural tests of axially loaded column specimens.
The column S-5-5 sustained only 25%% of the relevant capacity of concentrically loaded column C-0-0.
In general, all eccentrically loaded columns sustained ultimate loads lower than that sustained by the concentrically loaded column.
As well known the confinement is an effective intervention for increasing the compressive strength of an axially loaded column.
The experimental work program included 15 reduced-scale columns (1/3 scale model) divided into 4 groups as well as a control axially loaded column.
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The investigation focused on short axially loaded columns.
The experimental program enables testing axially loaded columns on strengthened reinforced concrete columns.
Sadeghian et al. (2010) used transverse wrapping to anchor flexural FRP on eccentrically loaded columns.
This approach is used to implement an adaptive Mander model for analyzing eccentrically loaded columns.
This paper experimentally investigates the influence of cracks on the mechanical performance of eccentrically loaded columns.
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