Research Article

Vibration Analysis of Composite Multilayer Floor of High-Speed Train

Table 1

Test and calculation results of mechanical properties of composite multilayer panels.

Material codePanel materialCore materialPanel thickness (mm)Density (t/mm3)Bending stiffness (N·mm2)Shear stiffness (N)Panel elastic modulus (MPa)Core shear modulus (MPa)Flat modulus (MPa)

1AluminumBirch0.51.07e − 096.78e81.26e56.32e495.4206
20.81.08e − 096.22e81.51e54.15e4115280
31.01.10e − 097.60e81.57e54.33e4118196
41.51.12e − 098.27e83.74e43.74e494.8339
5Alder0.57.67e − 103.59e86.56e43.54e451.0169
60.88.62e − 103.79e87.52e42.63e458.1167
71.08.71e − 103.91e88.20e42.29e462.6169
81.58.99e − 103.81e88.17e41.74e461.6193

9Stainless steelBirch0.51.44e − 091.03e91.54e59.84e4117.0254
100.81.61e − 091.04e91.59e57.02e4121.0253
111.01.69e − 091.10e91.68e56.28e4127.0284
121.51.88e − 099.42e81.59e54.27e4119.0255
13Alder0.51.28e − 094.41e88.55e44.33e466.0129
140.81.38e − 094.92e89.07e43.36e469.3168
151.01.42e − 094.98e88.34e42.91e463.2201
161.51.62e − 094.91e88.48e42.29e464.8125