Shock and Vibration / 2020 / Article / Fig 15

Review Article

A Gradient Stable Node-Based Smoothed Discrete Shear Gap Method for Analysis of Reissner–Mindlin Plates

Figure 15

The buckling modes of the simply supported square with different types of edge loading: (a) axial compression; (b) biaxial compression; (c) shear in-plane.

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