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Structural Behaviour of Circular High Strength Concrete (HSC) Columns Reinforced with Glass Fibre-Reinforced Polymer (GFRP) Bars and Helices under Different Loading Conditions

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Figure

Fig.   ‎ 2.2: Completed formwork with the embedded threaded steel rods of the tested  specimens
Fig.   ‎ 2.4: Universal joint designed for direct tensile testing of all specimens
Fig.   ‎ 2.6: Typical test setup for direct tensile testing of concrete
Fig.   ‎ 2.7: Failure modes of the tested specimens: (a) NSC, (b) HSC, (c) SCC, and (d)  SFHSC
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