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Study of Stress – Strain Behaviour of Glass Fibre Self–Compacting Concrete With & Without Confinement

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Figure

Table 1. Hardened properties of M30 grade GFRSCC with & without Confinement at 28days (Cylinder):
Table 3:  Stress -Strain Equations for Different Confinements of M30 Grade
Fig 9:  Stress-Strain behaviour of GFRSCC (1.591% Confinement)

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