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A Simplified Technique for Shakedown Limit Load Determination of a Large Square Plate with a Hole Under Cyclic Biaxial Loading

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Figure

Figure 1: (a) Square plate with a small central hole - (b) Cyclic loading scheme on plate
Figure 2(b) shows the employed FE mesh of the plate quarter geometry. The plate material is assumed to be homogenous, isotropic, and made of steel having the following properties: Y=210MPa
Figure 3 shows the shakedown domain of the plate problem generated using the simplified technique
Figure 4: The loading-unloading path of the (P2 / P1 = 0.5) case inscribed within the yield surface of the output critical integration point
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