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From the figure, it shows that the epoxy composites with mixed filler particle size have lower CTE value than 10 μm in particle size.
Figure 3 shows the flexural strength of epoxy composites filled with coarse, fine and mixed filler sizes at different recycle copper filler loading.
From Figure 6, it shows the electrical conductivity of epoxy composites filled with coarse, fine and mixed filler particles at different filler loading.
From this point of view, if one of the filler components has smaller AR than another one, percolation threshold of the mixed filler will significantly degrade.
Percolation thresholds of the mixed filler with fixed ARGNP of graphite nanoplatelets and different ARCNT of nanotubes (and vice versa) are depicted on Fig. 3.
With enlargement of the AR of each type of particles in mixed filler, percolation threshold became smaller (Fig. 3), which witnesses about anticipated enhancement of the filler quality.
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Scanning electron microscope images provide insight into the mechanisms of conductivity enhancement for mixed fillers.
The effects of filler type, filler content and mixed fillers on the resistivity of asphalt concrete were investigated.
Carbon black, graphite and carbon fibre were employed to design and prepare electrically conductive asphalt mixtures containing single filler or mixed fillers of conductive powder plus carbon fibre.
The combination function of mixed fillers has appreciable advantages over single powder filler, but no obvious advantages over simple fiber in the conductivity improvement at the same total filler content.
Nano-graphene sheets (NGS) and clay mixed fillers were dispersed in a high performance polyimide (PI) matrix by in situ condensation polymerization.
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