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However, the observation of a difference in differential activations between FM patients and health controls at very low force levels (0-1 Kg), but not higher force levels (2-4 Kg), supports that a generally higher maximal strength of controls compared with FM patients [ 24] is not the primary cause to the findings of this study.
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Compressive strength of control cube is obtained as 34.44 N/mm2.
Covered samples with 20% replacement produced comparable tensile strength of control samples under NC.
Calculate the shear strength of control RC beams: V n,Control = V c + V s = 67.9 kN.
As slag replacement ratios increases, the reaction degree of slag will decrease (Lee and Wang 2016), and the time corresponding to surpassing strength of control concrete is delayed.
In fact, internally cured samples with 20% replacement under proper covering achieved almost similar compressive strength of control samples under normal curing.
The strength of control mixture was 0.79 MPa and it increased up to 0.84 MPa when the red mud content increased as 15%%.
Figure 7a shows the strength development of cement-limestone binary blends and Fig. 7b shows the relative strength of limestone blended concrete (relative strength is the ratio of strength of blended concrete to strength of control concrete).
Compressive strength development of Portland cement mortars with 10%and25%5% replacements by RSA yielded 107% and 98% of the strength of control mortar after 28 days of curing.
Moreover, the strength enhancement due to the FRP confinement is usually based on the strength of control concrete cylinders rather than the concrete strength of the unconfined column itself.
Results showed that partial replacement of PC by SCM increased the compressive strength of control mixtures at 28 and 90 days (except for FAF at 28 days).
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