30.07.2013 Views

WAVES AND VIBRATIONS IN INHOMOGENEOUS STRUCTURES ...

WAVES AND VIBRATIONS IN INHOMOGENEOUS STRUCTURES ...

WAVES AND VIBRATIONS IN INHOMOGENEOUS STRUCTURES ...

SHOW MORE
SHOW LESS

You also want an ePaper? Increase the reach of your titles

YUMPU automatically turns print PDFs into web optimized ePapers that Google loves.

domain. To the very left the passive elements are seen<br />

and immediately to the right of these a thin strip of<br />

white (polycarbonate) before a large domain of steel.<br />

Further to the right the structure consists of steel inclusions<br />

that deflect the energy towards the optimization<br />

area and keeps it away from the damped edges. Only<br />

energy vectors larger than 10% of the largest vector are<br />

shown in order to make the figure more clear. From<br />

that we can see that very little energy is transported<br />

outside the cone-shaped part. This is partly due to<br />

damping and partly due to the optimized design that<br />

guides the energy. Right at the optimization area an<br />

interesting effect is seen, as the energy after passing<br />

these elements follows a circular path back in order to<br />

increase the objective value.<br />

A closer look at the results shows that during the<br />

optimization the objective energy is increased by a<br />

factor of 63 while the energy supplied to the structure<br />

is increased by a factor of 5.7. This means that a part of<br />

the increase in objective energy is due to a larger energy<br />

input to the structure and a part is due to an improved<br />

design that is able to guide the energy more efficiently.<br />

As we are maximizing the energy through some part of<br />

the structure an increase in input energy is an efficient<br />

way to obtain a larger objective value.<br />

We now look at a slightly different example as shown<br />

in Fig. 4b, consisting of the same plate as before but<br />

only loaded along the central part of the left edge. The<br />

objective is now to maximize the energy transport in<br />

the vertical direction through two symmetrically placed<br />

areas near the top and bottom edge. The structure is<br />

thus supposed to split the energy and lead it towards<br />

the edges. The topology and energy transport is shown<br />

in Fig. 6.<br />

We see that the structure is designed in such a way<br />

that the energy is kept from going to the edges. Instead<br />

it is being led to the right where it is bend towards the<br />

optimization areas. Looking closely we recognize the<br />

same behaviour as before where the energy turns after<br />

Fig. 6 Topology and energy transport for the problem sketched<br />

in Fig. 4b. Only energy vectors larger than 10% of the maximum<br />

energy vector are shown for clarity<br />

A.A. Larsen et al.<br />

leaving the optimization area in that way increasing the<br />

objective energy.<br />

As in the previous example both the input and<br />

objective energies are increased. The input energy is<br />

increased by a factor of 5.4 while the objective energy<br />

is increased by a factor of 306. This is a very<br />

large improvement compared to the input energy and<br />

compared to the last example. The large improvement<br />

is possible because the objective is to maximize the<br />

energy in the vertical direction and for the original plate<br />

the energy propagates from the applied force in a way<br />

such that the vertical component of the energy through<br />

the optimization areas is very small. In this case the<br />

increase is therefore mostly due to an improvement in<br />

the design of the plate.<br />

In both examples, shown here, it is seen that the<br />

material boundaries, i.e. where steel and polycarbonate<br />

meet, deflect the energy such that it is guided along the<br />

boundary. This effect is clear around the central part of<br />

the plates in Figs. 5 and 6. However the energy seems<br />

to pass material boundaries if these are perpendicular<br />

to the energy vector. This is particularly clear in the left<br />

part of Fig. 5.<br />

As stated earlier artificial damping is used in order<br />

to penalize intermediate density elements. However it<br />

is clear from the two examples shown that some grey<br />

elements still exist. This means that the plate is more<br />

damped than what is applied as material or external<br />

damping. In the next example we therefore omit this<br />

penalization and only include material damping.<br />

In the final example the objective is to guide the<br />

energy in a circular path in order to create a ring<br />

Fig. 7 Sketch of optimization problem for creating a ring wave<br />

in a simply supported plate. The black parts indicate fixed steel<br />

regions and the arrows indicate in which direction the energy<br />

transport is optimized. The two small steel areas indicate where<br />

the forces are applied

Hooray! Your file is uploaded and ready to be published.

Saved successfully!

Ooh no, something went wrong!