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TECHNICAL PAPER

(a) (b)
Figure 8: Observations from tests (a) Salient levels of lateral loads and (b) Increase in shear strength with increase in
compressive strength of jacket concrete

(a) (b) (c)
Figure 9: Lateral load versus mid-span deflection curves of specimens (a) Specimens with HSSCC (b) Specimens with NSSCC and
(c) Variation of initial stiffness with compressive strength of jacket concrete

(a) (b) (c)
Figure 10: Comparison of behaviour curves of HSSCC with NSSCC jacketed specimens (a) Specimens with ∆p = 0.38%
t,j
(b) Specimens with ∆p = 1.54% and (c) Specimens with ∆p = 3.83%
t,j t,j
The IndIan ConCreTe Journal | MaY 2020 13