Shock and Vibration / 2020 / Article / Tab 1

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.


8 × 80.0054420.0056780.0055670.005519
16 × 160.0055160.0055850.0055540.005540
24 × 240.0055320.0055630.0055500.005544
32 × 320.0055380.0055550.0055490.005545


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