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An application of multi-objective stochastic optimisation to structural design

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Abstract

An application to structural design of an innovative method for optimising stochastic systems is introduced in the paper. The proposed method allows one to carry out both the multi-objective optimisation of a structural element and to improve the robustness of the design. The innovative method is rather general. To show its effectiveness, an ideal cantilever has been designed in order to minimise both mass and deflection. The cantilever is shaped as a beam and is subject to random loads acting at its free end. The beam geometrical dimensions and material properties vary stochastically due to manufacturing tolerances. Different beam cross sections and two different materials (aluminium alloy and steel) have been considered. From the optimisation, it turned out that the optimal solutions are the O and the I beam, depending on the required lightness and stiffness. Compared to steel, aluminium alloy beams have provided better (or at least equal) performance.

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Authors and Affiliations

  1. Department of Mechanical Engineering, Politecnico di Milano, Via G. La Masa 34, 20158, Milan, Italy

    F. Levi, M. Gobbi & G. Mastinu

Authors
  1. F. Levi
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  2. M. Gobbi
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  3. G. Mastinu
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Correspondence to F. Levi.

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Levi, F., Gobbi, M. & Mastinu, G. An application of multi-objective stochastic optimisation to structural design. Struct Multidisc Optim 29, 272–284 (2005). https://doi.org/10.1007/s00158-004-0456-2

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  • DOI: https://doi.org/10.1007/s00158-004-0456-2

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