Handbook of Viscoelastic Vibration Damping

By David I. G. Jones. 2001

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A consistent approach for characterising asphalt concrete based on generalised Maxwell or Kelvin model (2014, background): “It is seen that all storage modulus-loss modulus points measured at various temperatures and frequencies lie on a unique curve which confirms the observations made by others for LVE materials (Jones, 2001).”
Strong re-entrant cellular structures with negative Poisson’s ratio (2018, background): “However, the stiffness of re-entrant honeycombs is lower than that of the traditional honeycomb counterparts because of the structural geometry [31], as a result, there are limited structural applications of re-entrant honeycombs where structural stiffness is of the top desire [32].”