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Dynamics of Machines - Part II - IFS.pdf

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1.10 Project 0 – Identification <strong>of</strong> Model Parameters (An Example)<br />

GOAL – With the first project the student will face a practical problem <strong>of</strong> the real life: how<br />

to properly choose the coefficients <strong>of</strong> linear differential equations <strong>of</strong> second order, aiming at<br />

achieving a reliable mathematical model, which can predict the machine dynamics?<br />

(a) (b)<br />

Figure 36: (a) Offshore platform http : //www.civl.port.ac.uk/comp−prog/<strong>of</strong>fshore−platforms;<br />

(b) Laboratory prototype composed <strong>of</strong> one concentrated mass (foundation and rotor) attached<br />

to four flexible beams – An equivalent model <strong>of</strong> 1 D.O.F. system for analyzing the platform’s<br />

linear vibration in the horizontal direction.<br />

To represent the 2D-movements <strong>of</strong> the <strong>of</strong>fshore platform shown in figure 36(a) a laboratory<br />

prototype was built, as it can be seen in figure 36(b). This simplified test rig is composed <strong>of</strong> one<br />

concentrated mass (foundation and rotor) attached to four flexible beams. An equivalent model<br />

<strong>of</strong> 1 D.O.F. system can be created with the purpose <strong>of</strong> analyzing the platform’s linear vibration<br />

in the horizontal direction.<br />

m0 2.108 [kg] platform mass<br />

L0 0.205 [m] beam length<br />

b0 0.025 [m] beam width<br />

h0 0.001 [m] beam thickness<br />

E 1.9 · 10 11 [N/m 2 ] steel elastic modulus<br />

Table 5: Main parameters <strong>of</strong> the test rig (platform)<br />

1. Create a mechanical model <strong>of</strong> one-degree-<strong>of</strong>-freedom for describing the horizontal vibration<br />

<strong>of</strong> the test rig. Use Newton’s law and equivalent coefficients <strong>of</strong> mass m [Kg], viscous<br />

damping d [N/(m/s)] and linear stiffness k [N/m].<br />

2. There are two different ways <strong>of</strong> experimentally obtaining the forced vibration response<br />

<strong>of</strong> the platform in the frequency domain, i.e. its frequency response functions FRF(ω),<br />

namely by means <strong>of</strong> H1(ω) and H2(ω) functions. Detail about how to experimentally<br />

obtain H1(ω) and H2(ω) will be given in the second part <strong>of</strong> manuscript. Anyway, for now,<br />

it is important to relate such experimental functions to the frequency response functions<br />

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