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Composite Materials Research Progress

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82<br />

Michaël Bruyneel<br />

design variables, while plies thicknesses are kept constant. The optimization consists in<br />

minimizing the laminate’s strain energy density, i.e. maximizing its stiffness. The evolution<br />

of this objective function with respect to the 2 angles θ1 and θ2 is reported in Figure 8.1, with<br />

the initial and optimal design points. A restriction is imposed on the relative variation of the 2<br />

design variables. The optimization problem writes :<br />

1 T T 1 T<br />

min ε 0 Aε 0+<br />

κ Dκ<br />

θ 2 2<br />

θ 2 − θ1<br />

≤ 45<br />

(8.1)<br />

0. 001 θ ≤180<br />

i = 1,<br />

2<br />

≤ i<br />

where the stiffness matrices A, B and D, and the laminate’s strain and curvature were<br />

previously defined in Section 3.<br />

Strain energy<br />

density (N/mm)<br />

θ2<br />

θ1<br />

Initial design<br />

Optimal design<br />

Solution<br />

Figure 8.1. Variation of the strain energy density in the symmetric laminate subjected to the load case<br />

of Table 8.1.<br />

In-plane load case<br />

( N 1,<br />

N 2 , N6<br />

)<br />

in N/mm<br />

Table 8.1. Problem’s definition: load case and initial design<br />

Out-of-plane load case<br />

( M 1,<br />

M 2 , M 6 )<br />

in N<br />

Initial orientations<br />

θ = ( θ1,<br />

θ 2 )<br />

in degrees<br />

23.3°<br />

22.3°<br />

Initial thicknesses<br />

t = ( t1,<br />

t2<br />

)<br />

in mm<br />

(2000,0,1000) (0,500,0) (45,135) (1,2)<br />

In this application the laminate is subjected not only to in-plane but also to out-of-plane<br />

loadings. Since the plies thicknesses are not identical (Table 8.1) the objective function is not<br />

symmetric with regards to the axis θ 1 = θ 2 (Figure 8.2).

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