Optimal Structural Design under Stability Constraints Rutilius Taurus Aemilianus The main focus

The main focus

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Optimal Structural Design under Stability Constraints Rutilius Taurus Aemilianus The main focusThe first optimal design problem for an elastic column subject to buckling was formulated by Lagrange over 200 years ago. However, rapid development of structural optimization under stability constraints occurred only in the last twenty years. In numerous optimal structural design problems the stability phenomenon becomes one of the most important factors, particularly for slender and thin walled elements of aerospace structures, ships, precision