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An isoperimetric inequality in the optimization of circular rings under normal pressure
Authors:V. V. Kobelev
Affiliation:(1) Institute for Problems in Mechanics, USSR Academy of Sciences, Moscow, USSR
Abstract:The problem of determining the optimal cross section of a circular ring so as to maximize the buckling pressure under a given total volume is formulated and solved. An isoperimetric inequality is proved: Among all the circular rings of given mass and radius, the ring with constant bending rigidity along the arc length has the largest critical buckling pressure.
Keywords:Isoperimetric inequalities  stability  circular rings  structural optimization
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