eso intro part 1

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    Introduction to Evolutionary

    (ESO)Professor Mike Xie

    Head of Civil Engineering Discipline

    RMIT University

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    Introduction

    The Evolutionary Structural Optimization(ESO) method is based on the concept of

    material from a structure to achieve an

    optimal design.

    The ESO method is simple to understand and

    element analysis software packages (e.g.Nastran, Abaqus, Strand6/7, Ansys).

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    An example

    Gravity

    under gravity loadinge n e e emen mes

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    Evolution of the object

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    movie

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    General a licabilit of the method

    applied to a wide range of engineeringo timization roblems includin

    - minimizing stress, displacement;

    -

    - maximizing frequency, buckling load;

    -- minimizing contact stresses, etc.

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    ESO for tension-only or-

    -

    Examples of possible applications

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    yy

    yz

    xz

    yx

    x

    z

    xy

    zy

    z

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    Design CriteriaDesign Criteria

    e

    von Mises stress VM

    Tension 1

    Tension 2

    11

    Compression 133

    ompress on 332211

    ESO will remove elements with the lowest e

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    -

    Elements with the highest compressive

    first.

    Then the less tensile elements will be

    deleted as well.

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    -

    Elements with the highest tensile stresses

    .

    Then the less compressive elements will

    be deleted.

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    An example of tension-only

    G

    Movie of the evolution history of the above structure using Tension Criterion 2

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    A 3D tensile exam leT

    Movie of evolution history of the above structure using Tension Criterion 2

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    Example of compression-only

    Sa rada Familia Church FaSa rada Familia Church Fa adeade

    Barcelona, SpainBarcelona, SpainMovie

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    3D print-out

    Wax prototype of the Passion Faade colonnade

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    (a)Elastic-perfectly-plastic material model

    near ma er a mo e

    (c) Power-law material model

    (a) (b) (c)

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    -

    Power-law material model = 0.2

    Strain energy criterion

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    =

    Linear design Nonlinear design

    Movie Movie

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    Force vs. deformation relationships

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    Bi-directional ESO

    A 3D beam with a solid deck at the to

    Initial design for the above structure

    Movie

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    A stool?

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    A brid e-t e structure

    A 3D beam with a solid deck at the to and a a in the middle

    Initial design for the above structure

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    An o timal brid e-t e structure

    Movie

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    S ace under round

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    Initial design

    Movie

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    Final design

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    Load transfer structure

    movie

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    Cellular matrix roof

    ,

    movie

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    Cellular matrix roofase : curve , our corners suppor e