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Displacement and equilibrium mesh-free formulation based on integrated radial basis functions for dual yield design

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Figure

Table 1. From these results, it can be seen that for both kinematic and static
Fig. 1. Prandtl problem: geometry and loading
Fig. 3. Bounds on the collapse multiplier versus the number of nodes
Fig. 4. Relative error in collapse multipliers versus the number of variables
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