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Four groups of predictive expressions have been considered; they differ by the type of the predictive quantity (peak strength or ultimate strain) and by their applicability (only circular sections or both circular and square sections).
An improved criterion for FRP-confined concrete in both circular and rectangular columns is proposed on the basis of the existing criteria and deduced from the unified ultimate axial stress model which is developed in this paper as well.
Since this assessment proves that there is room for more accurate prediction of both strength and ultimate strain of confined concrete, the second part of the paper deals with derivation of an empirical model valid for both circular and prismatic elements.
The motion is both circular and amusingly eccentric.
Both circular and non-circular confining structures can be employed.
Both circular and square openings of varying sizes were investigated.
This formula applies to both circular and non-circular pitch curves.
There are metal staircases, both circular and vertical, on all sides, along with catwalks and sliding doors.
It is worth mentioning here that our algorithm is applicable to both circular and linear chromosomes.
This method works for both circular and square cakes.
Both circular perforations and "louvres" are included in the investigation.
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