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Shock and Vibration
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2020
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Article
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Tab 1
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Review Article
A Gradient Stable Node-Based Smoothed Discrete Shear Gap Method for Analysis of Reissner–Mindlin Plates
Table 1
Numerical results of normalized central deflection
for the simply supported square plate subjected to uniform load.
Mesh
FEM-DSG
NS-FEM
NS-DSG
GS-DSG
8 × 8
0.005442
0.005678
0.005567
0.005519
16 × 16
0.005516
0.005585
0.005554
0.005540
24 × 24
0.005532
0.005563
0.005550
0.005544
32 × 32
0.005538
0.005555
0.005549
0.005545
Reference
0.005545