Research Article

A Refined Higher-Order Hybrid Stress Quadrilateral Element for Free Vibration and Buckling Analyses of Reissner-Mindlin Plates

Table 13

The lowest six parameterized natural frequencies of triangular plates with .

Skew angleMethodMode sequence number
123456

DSG30.58721.95292.46784.13055.22436.2886
MIN30.60422.11092.77374.65816.13117.3208
ES-FEM+DSG30.58561.93762.44114.06785.12896.1359
Rayleigh-Ritz0.58201.90002.40803.9360
ASN40.58201.91502.42803.98405.01805.9440
NS+ES-FEM0.58211.87102.36003.83304.82175.5683
QH8-RCV0.58211.89072.39313.86774.87015.6897
QH8-LV0.58261.96282.53204.11155.27106.4029

15°DSG30.54781.81602.44293.81115.02536.0033
MIN30.56561.95552.77724.28515.88576.9977
ES-FEM+DSG30.54571.80182.41213.75294.93175.8327
Rayleigh-Ritz0.54401.77102.38603.6280
ASN40.54501.76402.42003.60804.82005.4310
NS+ES-FEM0.54421.74662.33913.52894.67215.1901
QH8-RCV0.54411.76442.36873.58134.70245.3504
QH8-LV0.54271.82512.52443.83535.01446.1823

30°DSG30.53651.81262.49543.75494.97965.9219
MIN30.55821.95512.85954.26055.82736.9945
ES-FEM+DSG30.53291.79632.45523.69024.87175.6942
Rayleigh-Ritz0.53301.77202.41903.5650
ASN40.53201.77302.43703.59104.76505.3230
NS+ES-FEM0.53361.74852.37303.46154.59274.9630
QH8-RCV0.53311.76632.40453.51674.63845.1512
QH8-LV0.53421.83912.71653.91464.97786.4454

45°DSG30.54481.92692.62463.91965.14745.9838
MIN30.57242.10443.01654.55356.05257.2736
ES-FEM+DSG30.53801.90022.56823.82394.98065.6000
Rayleigh-Ritz0.54001.88502.48903.6740
ASN40.54101.88402.51803.74804.74005.2920
NS+ES-FEM0.54081.86342.43233.55934.42994.9328
QH8-RCV0.53911.87652.47293.63374.56995.0583
QH8-LV0.53891.95622.99044.21865.21596.9240

60°DSG30.56912.12812.70934.34275.34376.5278
MIN30.60172.37423.23775.17626.55788.1003
ES-FEM+DSG30.55692.06922.59554.11094.79676.0192
Rayleigh-Ritz0.55902.05902.39603.5900
ASN40.55902.09502.48303.91004.51705.7630
NS+ES-FEM0.56112.04462.32763.59694.23125.3615
QH8-RCV0.55742.04552.38073.60464.21315.2640
QH8-LV0.55732.11703.82444.66566.20997.7794