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The region between both recirculation zones with high shear is where mixture occurs.
Tests of four specimens with high shear ratio are presented and investigated.
In the first class, we propose structures made of balls bonded by links with high shear to normal stiffness ratio.
The dispersive behaviour of a 2 2 composite transducer with high shear attenuation in the passive phase is examined.
Control experiments with high shear stress of mixing and no clay polymer reactions resulted in only intercalated composites.
In general, the proposed method can be effectively applied to the design of periodic lattice structures with high shear resistance and super bearing property.
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It was confirmed that the values were overestimated for sites with low shear-wave velocity and underestimated for sites with high shear-wave velocity (Ancheta et al. 2013).
Previous punching tests on column footings indicate that the failure mechanism for punching of slabs with low shear-span to depth ratios differs from that of slabs with high shear-span to depth ratios.
Current design methods and code formulas for the assessment of the punching shear strength are normally based on tests on slabs with relatively high slenderness, i.e., with high shear-span to depth ratios.
The observed surface morphology for samples prepared with high shearing can be explained by an interplay between the flow field and the affinity of the dispersed phase for the moulding surface.
At 30 °C and 80% oil content, the viscosity reduction is higher with higher shear rates.
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