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The objectives of the study are to examine the possibility of existence of size effect in eccentrically loaded high-strength reinforced concrete (RC) columns, and discover the confinement effect of transversal reinforcement on the size effect.
Based on the experimental results, a confinement factor of CFRP and an equivalent transversal reinforcement index were suggested.
In addition, the increase in the GFRP transversal reinforcement percentage improved the ultimate torsional strength, the toughness, and the deformability.
The condition for a synergetic contribution to the shear capacity of transversal reinforcement up to their yield strength and UHPFRC is also discussed.
The bonded GFRP stirrups were more effective as transversal reinforcement compared with the bent steel stirrups and the bent GFRP stirrups.
The test parameters are strength of concrete (normal- and high-strength concrete), shear span ratio, axial load level and longitudinal and transversal reinforcement ratios.
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The transversal tufting reinforcement achieved the best results when compared to angular and non-tufted laminate composites.
Nevertheless, the matter related to yielding of transversal-steel reinforcement is still a subject of debate among the researchers in this area.
The variables of the tests were strength of concrete (30, 60 and 90 MPa), shear span ratio (M/(V · h) = 7.5, 10.5 and 15), axial load level (0 45%), and transversal and longitudinal reinforcement ratio (1.4 3.2%).
Additionally, the residual ratio (CAI/CBI) increased up to 30% and 28% for the transversal and angular reinforcements respectively in comparison to the reference.
Concrete hardening under increasing compressive loads due to the confinement effect produced by the transversal and longitudinal steel reinforcements; 4.
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