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The basis for this study was a constant binder content, various concentrations of the retarder and different durations for the retarding effect.
Combining with results obtained from experiment and FEA simulation, this theoretical analysis can help the optimization of control scheme for stamping panels by using an advanced variable blank holder force rather than using a constant binder force.
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Experimental program focused on concrete mixtures with fixed water-to-binder (W/B) ratio of 0.50 and a constant total binder content of 360 kg/m360
Four SCC series were designed with constant total binder content of 570 kg/m3 and at a water-to-binder (w/b) ratio of 0.33.
Three concrete series with water binder ratios of 0.25 and a constant total binder content of 450 kg/m3 were designed.
In the first phase of the study, specimens with a constant water cementitious binder ratio were tested.
Twelve VA based concrete mixtures were developed by incorporating 0, 20, 30, 40, and 50%% of VA as replacement of cement while keeping a constant total binder content of 400 kg/m3.
In addition, to examine the performance of pozzolans, other specimens with constant water-binder ratio (w/b) of 0.40 containing 5% silica fume, 5% metakaolin and 10% natural zeolite were prepared.
Water-binder ratio was kept constant (0.5) for binders and mortars.
The electrical treatment was applied in many mortar samples using high volume proportions of fly ash, a constant water to binder ratio, and a fixed aggregate content.
Fresh and hardened concretes incorporating 0.5%, 1.0%, 1.5% and 2.0% of N and 2% of M series nanoparticles with constant water to binder ratio and aggregate content were made and tested.
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CEO of Professional Science Editing for Scientists @ prosciediting.com