Research Article

An ES-MITC3 Finite Element Method Based on Higher-Order Shear Deformation Theory for Static and Free Vibration Analyses of FG Porous Plates Reinforced by GPLs

Table 6

Nondimensional natural frequencies of the FG porous square plates reinforced by GPLs with various thickness ratios and lengths (, , and ).

S-PA-PU-P
GPL-SGPL-AGPL-UGPL- SGPL-AGPL-UGPL- SGPL-AGPL-U

CCCC
200.69660.62370.63720.64130.56250.58340.64420.57360.5828
300.47810.42460.43380.43730.38100.39540.43920.38870.3949
400.36250.32090.32790.33080.28750.29840.33220.29330.2979
500.29150.25770.26330.26570.23060.23940.26680.23530.2391
SSSS
200.39520.34990.35760.36070.31340.32540.36230.31980.3250
300.26600.23490.24010.24230.21010.21810.24330.21440.2178
400.20010.17660.18050.18220.15790.16390.18300.16110.1637
500.16040.14150.14460.14590.12640.13130.14650.12900.1311