Finite Element Simulation of the Vibration Provided by Sandwich Rigid Panel with a Resilient Material In Between under Heavyweight Impact

Table 3

Material models and dimensions of the tested panel and RC floor.

Material	Dimension (mm)	Material model	Density (kg/m^3)	Young’ modulus (MPa)	Poisson’s ratio	Damping coefficient
Solid wood	595 × 590 × 18	Isotropic	600	6000	0.305
Plywood	595 × 590 × 8	Isotropic	900	8000	0.3
NBR 18	595 × 590 × 13	Foam	83	0.419		0.5
EVA 25	595 × 590 × 10	Foam	70	0.615		0.5
EVA 35	595 × 590 × 10	Foam	77	1.41		0.5
EVA 55	595 × 590 × 10	Foam	130	2.91		0.5
RC floor	7000 × 3400 × 160	Isotropic	2400	210000	0.17