| STAGS model of linear local buckling of the linearly optimized specific case called “mich8” |
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| Profile of the “final” nonlinearly optimized design of the specific case called “mich8” |
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| Axisymmetric pre-buckling deformation from BIGBOSOR4 of the nonlinearly optimized “mich8” configuration |
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| STAGS model of nonlinear local buckling of the nonlinearly optimized specific case called “mich8” |
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| Design sensitivity from GENOPT/BIGBOSOR4 with respect to the decision variable, YPLATE(1), of the LINEARLY optimized specific case called “mich8” |
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| Optimized profiles of the specific cases, “mich8” (Tables 1 and 2) and “mich8u” (Table 3b) |
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| Axisymmetric pre-buckling deformation from BIGBOSOR4 of the nonlinearly optimized “mich1” configuration |
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| Axisymmetric pre-buckling deformation from BIGBOSOR4 of a nonlinearly optimized configuration analogous to the “mich1” configuration except that YPLAT |
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| Pre-buckling nonlinear Load-ENDUVS curves for the configurations shown in the previous two figures |
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| Comparison of predictions from BIGBOSOR4 and STAGS for linearly and nonlinearly optimized “mich8” configurations |
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