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Earthquake Engineering Research - HKU Libraries - The University ...

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410<br />

DEVELOPMENT OF MR DAMPER<br />

<strong>The</strong> design of the bypass-flow-type MR damper, which was developed by fifth author for semi-active<br />

control of base isolation, is shown in Figure 6 and TABLE 3. It is composed of three parts: bypassflow,<br />

pressure chambers and a reservoir. <strong>The</strong> bypass flow portion has an orifice for effectively<br />

magnetizing the fluid. <strong>The</strong> uniform magnetic field is applied perpendicularly to the MR fluid flow at<br />

the annular orifice. <strong>The</strong> thermal expansion due to the temperature rise of the MR fluid is absorbed by<br />

the reservoir.<br />

Cyclic loading tests were conducted to clarify the performance of the MR damper. Figure 7 shows<br />

the force-displacement relationship. <strong>The</strong> electric current to the electromagnet was set at a constant<br />

value of OA~ 3 A in the 0.3A interval. <strong>The</strong> hysteretic loop shows rigid-plastic like characteristics<br />

caused by friction force of the MR fluid with magnetic field. <strong>The</strong> force increases almost<br />

proportionally to the increase in the electric current. Figure 8 shows the force-velocity relationship.<br />

<strong>The</strong> velocity is the maximum velocity of the piston in the case of sinusoidal loading. This figure also<br />

shows that the force increases almost proportionally to the increase in the electnc current, and the<br />

force does not depend so much on the piston velocity.<br />

Bypass Fbw<br />

.Reservoir TABLE 3<br />

DESIGN SPECIFICATION<br />

Coil<br />

Figure 6: Structure of MR damper<br />

M ax Force<br />

Stroke<br />

Cy Inder Bore<br />

Secton<br />

Orifce<br />

Length<br />

Inductance<br />

E lectrom agnet Res stance<br />

M ax.Curreni<br />

MR fliri<br />

40kN<br />

± 295m in<br />

..»,-». —-iir'-v » j~,^<br />

•"' *'* * ••'££<br />

^rrr^^ —^-^<br />

7»^^» • > -4j^ .- .^ ^" r. •'•*•«<br />

>— ^T-np /-T -w-^<br />

1 "^<br />

T<br />

OA<br />

-15 -10 -5 0 5 10 15<br />

Displacement (m)<br />

(a) O.lHz, 10cm, 6.28cm/sec<br />

40<br />

^20<br />

z;<br />

A*<br />

o 0<br />

CJ<br />

O<br />

i,<br />

-20<br />

-40<br />

T<br />

3.0A<br />

T<br />

OA<br />

-30 -20 -10 0 10 20 30<br />

Displacement

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