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1. For the systems shown in Figures 1 to 3, a mass m falls ... - ITLiMS

1. For the systems shown in Figures 1 to 3, a mass m falls ... - ITLiMS

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<strong>1.</strong> <strong>For</strong> <strong>the</strong> <strong>systems</strong> <strong>shown</strong> <strong>in</strong> <strong>Figures</strong> 1 <strong>to</strong> 3, a <strong>mass</strong> m <strong>falls</strong> on a <strong>mass</strong> m1 and <strong>the</strong> collision is plastic,<br />

i.e. <strong>the</strong> two <strong>mass</strong>es move <strong>to</strong>ge<strong>the</strong>r. Determ<strong>in</strong>e <strong>the</strong> system response.<br />

a<br />

m<br />

B<br />

l<br />

m 1<br />

k<br />

h<br />

m<br />

m 1<br />

k<br />

B<br />

Fig. 1 Fig.2 Fig. 3<br />

2. Hav<strong>in</strong>g <strong>the</strong> follow<strong>in</strong>g items available: weight 1 kg, elastic cord, <strong>in</strong>extensible cord, s<strong>to</strong>p watch,<br />

measur<strong>in</strong>g tape, slide caliper, plan an entire experiment ( measurements, calculations) <strong>to</strong> determ<strong>in</strong>e<br />

<strong>the</strong> acceleration of <strong>the</strong> Earth.<br />

3. A solid homogeneous cyl<strong>in</strong>der of radius r and<br />

height h is pertially immersed <strong>in</strong> a bath of distilled<br />

water as <strong>shown</strong> <strong>in</strong> Fig. Assum<strong>in</strong>g that it rema<strong>in</strong>s <strong>in</strong><br />

an upright position, plan an entire experiment <strong>to</strong><br />

determ<strong>in</strong>e <strong>the</strong> density of <strong>the</strong> cyl<strong>in</strong>der material ρ c.<br />

4. A fluid damper <strong>shown</strong> <strong>in</strong> Fig. has a<br />

pis<strong>to</strong>n with m = 0.3 kg and is supported<br />

by a five – turn helical spr<strong>in</strong>g of d = 2<br />

mm, D = 20 mm, and G = 1,05 x 10 11<br />

N/m 2 .<br />

a) F<strong>in</strong>d <strong>the</strong> pis<strong>to</strong>n vibration natural<br />

frequency if <strong>the</strong>re is no fluid <strong>in</strong> <strong>the</strong><br />

cyl<strong>in</strong>der.<br />

b) Determ<strong>in</strong>e <strong>the</strong> required damp<strong>in</strong>g constant of <strong>the</strong> damper for critical damp<strong>in</strong>g<br />

c) Assum<strong>in</strong>g that <strong>the</strong> damper fluid is oil, design <strong>the</strong> pis<strong>to</strong>n holes <strong>to</strong> achive critical damp<strong>in</strong>g of<br />

<strong>the</strong> pis<strong>to</strong>n damper. Suppose that light oil with viscosity η = 4 x 10 -3 Ns/m 2 fulfils a chamber.<br />

5. A part of measurement system has a heavy steel dial with m =<br />

0,25 kg. It is placed between two spr<strong>in</strong>gs as <strong>in</strong> Fig. The period of<br />

natural vibration of dial – spr<strong>in</strong>g system is T = 0,4 s. Redesign <strong>the</strong><br />

system <strong>to</strong> achive:<br />

a) a new period of natural oscillation Tm= 0,25 s<br />

b) time <strong>to</strong> half T1/2 = 2 s.<br />

D 0<br />

L<br />

h<br />

L<br />

r<br />

a<br />

B<br />

m<br />

l<br />

m 1<br />

D<br />

k


6. A measurement system has a steel dial of length l = 50<br />

mm, width b = 3 mm, and thickness τ = 1mm. The<br />

res<strong>to</strong>r<strong>in</strong>g spr<strong>in</strong>g has a rotational spr<strong>in</strong>g constant K = 10<br />

Nmm/rad. At a radius r =10mm, <strong>the</strong>re is a dashpot. Design<br />

<strong>the</strong> dashpot for <strong>the</strong> follow<strong>in</strong>g requirement: a time <strong>to</strong> halt is<br />

equal four periods of natural oscillations, ie.T1/2 = 4T, T =<br />

2π/ω0<br />

7. A periodic vertical force P(t) = P0s<strong>in</strong>ωt as <strong>shown</strong> <strong>in</strong> Fig. is<br />

applied <strong>to</strong> <strong>the</strong> spr<strong>in</strong>g – dashpot - <strong>mass</strong> system. Equivalent<br />

spr<strong>in</strong>g constant is k, <strong>mass</strong> of a body m, and equivalent damp<strong>in</strong>g<br />

coefficient c = 0,2 ckr. Determ<strong>in</strong>e <strong>the</strong> amplitude of <strong>the</strong> force<br />

act<strong>in</strong>g on <strong>the</strong> base.<br />

r<br />

K<br />

m<br />

P os<strong>in</strong>ωt<br />

x

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