Shock and Vibration / 2020 / Article / Fig 16

Review Article

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

Figure 16

Axial buckling modes of simply supported rectangular plates with various length-to-width ratios: (a) ; (b) ; (c) ; (d) .
(a)
(b)
(c)
(d)

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