Abstract
Part III deals with problems of elastic optimal design of conservative mechanical systems with respect to fundamental and higher order eigenvalues. The structural eigenvalues are used as objective functions or applied as behavioural constraints. They identify, e.g., natural frequencies of axial or torsional vibrations of rods and bars, transverse vibrations of beams, critical whirling speeds of rotating shafts, or structural buckling loads. A unified variational formulation for optimal design of one-dimensional continuum systems with respect to simple fundamental eigenvalue is presented first, and this serves as a framework for a thorough discussion of extended problems involving optimization with respect to bi- or multimodal fundamental eigenvalues, and higher order eigenvalues.
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Olhoff, N. (1989). Part III. In: Zyczkowski, M. (eds) Structural Optimization under Stability and Vibration Constraints. International Centre for Mechanical Sciences, vol 308. Springer, Vienna. https://doi.org/10.1007/978-3-7091-2969-2_3
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DOI: https://doi.org/10.1007/978-3-7091-2969-2_3
Publisher Name: Springer, Vienna
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