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NW ends are melting, and the NW length decreases (b).
The height of the surface length decreases with an increase in the pressure difference.
The critical CNT embedded length decreases with the increase of the interfacial crack initiation shear stress.
With increasing r, the average path length decreases, and the average clustering coefficient increases.
As shown in the table, the payload increases as the frame length decreases.
The transfer length decreases with increasing compressive strength of concrete (Ramirez-Garcia et al. 2016).
We observe that an increasing channel length decreases the SIR proportionally.
In this sense, such a length decreases as the value of the observer gain θ increases.
For the uncalendered TiO2 nanoparticle-coated sample, the RMS roughness decreases as the correlation length decreases.
Therefore, the Debye length decreases, and the gate potential loses the efficiency for ion current manipulation.
The queue length decreases with the increase in the number of service phases.
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