Example 3.8

In this example the postbuckling response of the circular plate of Fig. 3.36 is studied. The boundary is clamped and movable. The employed data are E=3×107kN/m2si823_e, ν=0.3si824_e, h=0.0625msi825_e. The results were obtained with N=200si826_e boundary elements and M=300 domain nodal points resulting from 516 linear triangular elements. Fig. 3.37 shows the variation ...

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