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Thus, the minimum weight design gives suitable results.
The minimum weight design of a cantilever beam in flexural vibration is considered.
The sequential quadratic programming technique is used for the minimum weight design.
In most of this range, the minimum weight design has elastic buckling simultaneous with face sheet yielding.
The approximation is demonstrated for the minimum weight design of a composite cylindrical shell with grid stiffeners.
The effect of minimum weight design on the distribution of rotor shape, weight saving, and system stability is examined.
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Finally, the minimum weight designs are presented by using the analytical formulae.
Mechanism maps based on beam theory are used to characterize face and core dimensions as well as to estimate minimum weight designs.
Collapse mechanism maps are constructed to illustrate the dependence of failure mode upon the geometry and relative density of the core; and minimum weight designs are determined as a function of the appropriate structural load index.
Failure mechanism maps have been constructed to reveal the operative collapse mode as a function of geometry of sandwich beam, and minimum weight designs have been obtained as a function of an appropriate structural load index.
The comzputer code is tested by comparing results of minimum weight designs of a three-span stiffened steel plate girder to results obtained from a generalized reduced gradients algorithm.
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