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Composite Materials Research Progress

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Optimization of Laminated <strong>Composite</strong> Structures… 53<br />

x2<br />

* global<br />

X<br />

a<br />

(k)<br />

S<br />

no<br />

X<br />

( k+<br />

1)<br />

b<br />

(k)<br />

X<br />

α<br />

Initial design<br />

Structural analysis<br />

Optimization<br />

New design<br />

Optimal design ?<br />

yes<br />

End<br />

* local<br />

X<br />

g j (X)<br />

Figure 2.1. Illustration of an optimization problem and its solution.<br />

In structural optimization, the design functions can be global as the weight, the stiffness,<br />

the vibration frequencies, the buckling loads, or local as strength constraints, strains and<br />

failure criteria. When the design variables are linked to the transverse properties of the<br />

structural members (e.g. the cross-section area of a bar in a truss), the related optimization<br />

problem is called optimal sizing (Figure 2.2a). The value of some geometric items (e.g. a<br />

radius of an ellipse) can also be variable: in this case, we are talking about shape optimization<br />

(Figure 2.2b). Topology optimization aims at spreading a given amount of material in the<br />

structure for a maximum stiffness. Here, holes can be automatically created during the<br />

optimization process (Figure 2.2c). Finally, the optimization of the material can be addressed,<br />

e.g. the local design of laminated composite structure with respect to fibers orientations, ply<br />

thickness and stacking sequence (Figure 2.2d).<br />

x1

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