Axisymmetric pre-buckling deformation from BIGBOSOR4 of the nonlinearly optimized “mich8” configuration

Fig. 10 Axisymmetric pre-buckling deformation from BIGBOSOR4 of the nonlinearly optimized “mich8” configuration shown in Fig. 9f. The optimized dimensions, the local and general buckling load factors, and the maximum effective stress, 52657 psi, for this optimized shell wall profile are listed in Table 2.

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