Shock and Vibration / 2020 / Article / Tab 9

Review Article

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

Table 9

The buckling load factor of a simply supported rectangular plate with the length-to-width ratio , thickness-to-width ratio , and various loading types.

LoadFEM-DSGNS-FEMNS-DSGGS-DSGWang () [40]Tham [75]Timoshenko [72]

UC3.983.913.883.983.934.004.00
BC1.991.961.941.991.962.002.00
SP9.298.959.029.379.429.409.33

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