Dynamics of Machines - Part II - IFS.pdf
Dynamics of Machines - Part II - IFS.pdf
Dynamics of Machines - Part II - IFS.pdf
You also want an ePaper? Increase the reach of your titles
YUMPU automatically turns print PDFs into web optimized ePapers that Google loves.
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 />
61