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Standing Waves on a String - Ryerson Department of Physics

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W2 - 1<br />

STANDING WAVES ON A STRING<br />

The object <strong>of</strong> this experiment is to study the res<strong>on</strong>ance modes <strong>of</strong> a stretched string, and to<br />

test by direct measurement the theoretical formula that relates the tensi<strong>on</strong> in the string to its<br />

length, mass, res<strong>on</strong>ance frequency and mode <strong>of</strong> vibrati<strong>on</strong>.<br />

Introducti<strong>on</strong><br />

A string under tensi<strong>on</strong> is <strong>on</strong>e example <strong>of</strong> the many physical systems that show various<br />

modes <strong>of</strong> vibrati<strong>on</strong> with discrete, characteristic frequencies. These frequencies are sometimes<br />

called eigen-frequencies, a name that is derived from German, meaning the system's own<br />

frequencies. Eigen-frequencies are characteristic <strong>of</strong> waves c<strong>on</strong>fined within fixed boundaries.<br />

The phenomen<strong>on</strong> <strong>of</strong> characteristic frequencies in a string can be understood as a superpositi<strong>on</strong> <strong>of</strong><br />

two waves which travel in opposite directi<strong>on</strong>s. When these waves have the same frequency, the<br />

same amplitude, and when integral multiples <strong>of</strong> half the wavelength fit into the length between<br />

the string supports, then the result is a stati<strong>on</strong>ary mode <strong>of</strong> vibrati<strong>on</strong>, called a standing wave. The<br />

two waves c<strong>on</strong>tinue to reflect at the ends <strong>of</strong> the string to keep the standing wave pattern<br />

preserved. Nodes are the locati<strong>on</strong>s al<strong>on</strong>g the string where there is no moti<strong>on</strong> <strong>of</strong> the string,<br />

though there is a periodic variati<strong>on</strong> <strong>of</strong> tensi<strong>on</strong> at these points. Antinodes are those points where<br />

the moti<strong>on</strong> <strong>of</strong> the string is the greatest and where the tensi<strong>on</strong> remains c<strong>on</strong>stant. The fixed ends <strong>of</strong><br />

the string are nodes. Res<strong>on</strong>ance occurs when an outside periodic force is applied with a<br />

frequency that matches <strong>on</strong>e <strong>of</strong> the system's own characteristic frequencies.<br />

Theory<br />

The speed v, <strong>of</strong> a wave is related to its wavelength λ, and to its frequency f, by the following<br />

equati<strong>on</strong>:<br />

v = fλ<br />

(1)<br />

For a wave travelling al<strong>on</strong>g a stretched string it can be shown that the speed is also dependent <strong>on</strong><br />

the tensi<strong>on</strong> T, and the mass <strong>of</strong> the string per unit <strong>of</strong> length µ, according to:<br />

T<br />

v = (2)<br />

μ<br />

The interested student can find a derivati<strong>on</strong> <strong>of</strong> this equati<strong>on</strong> in most general physics text books.


W2 - 2<br />

Combining equati<strong>on</strong>s (1) and (2) results in the following equati<strong>on</strong> that will be c<strong>on</strong>venient for this<br />

experiment:<br />

1 T<br />

f = (3)<br />

λ μ<br />

For standing waves the distance L, between the fixed supports <strong>of</strong> the string is an integer multiple<br />

<strong>of</strong> half the wavelength:<br />

λ<br />

L = n<br />

(4)<br />

2<br />

For the basic or fundamental mode <strong>of</strong> vibrati<strong>on</strong> n = 1, so λ = 2L. For the sec<strong>on</strong>d mode also<br />

called the sec<strong>on</strong>d harm<strong>on</strong>ic n = 2, λ = L. For the third mode or the third harm<strong>on</strong>ic n = 3, et<br />

cetera. These modes <strong>of</strong> vibrati<strong>on</strong> are shown in the Figure 1 below:<br />

n = 1<br />

n = 2<br />

n = 3<br />

Figure 1. Modes <strong>of</strong> vibrati<strong>on</strong> in a string<br />

Combining equati<strong>on</strong>s (1), (2) and (3), we obtain an equati<strong>on</strong> for the res<strong>on</strong>ant frequencies f n :<br />

n T<br />

1<br />

f n<br />

= or f n<br />

= n T<br />

(5)<br />

2L μ<br />

2L μ<br />

This is the equati<strong>on</strong> <strong>of</strong> a straight line, y = mx + b . If we let y = fn<br />

and x = n T , then the<br />

resulting line should have a slope <strong>of</strong> :<br />

1<br />

slope = (6)<br />

2L μ


W2 - 3<br />

The parameters <strong>of</strong> the system in this case are the Tensi<strong>on</strong> (T), the Length (L) and the mass per<br />

unit length (μ) <strong>of</strong> the string. If we fix the values <strong>of</strong> any two the third can be measured. The<br />

easiest to fix are T and L and use a measurement <strong>of</strong> f n to determine μ.<br />

Procedure<br />

Pulley<br />

Bridge<br />

L<br />

<strong>String</strong><br />

Rigid<br />

Support<br />

Weight<br />

Variable<br />

Frequency<br />

Vibrator<br />

Figure 2. <str<strong>on</strong>g>Standing</str<strong>on</strong>g> waves apparatus<br />

1. Set up the apparatus as shown in the Figure 2 above. Slide the wooden bridge under the<br />

string to adjust the porti<strong>on</strong> <strong>of</strong> the string that can be set into res<strong>on</strong>ance by the vibrator to be<br />

between 1 and 1.5 metres. Measure the length carefully. Set the tensi<strong>on</strong> (T = Mg) by<br />

making the suspended mass M =100g.<br />

2. Adjust the frequency <strong>of</strong> the vibrator to get a standing wave pattern with n = 1 and record<br />

the value <strong>of</strong> the frequency. Increase the frequency until a standing wave with 2 loops is<br />

obtained. Repeat to a maximum frequency <strong>of</strong> about 350Hz. The wavelength for each<br />

standing wave pattern may be found from the equati<strong>on</strong> λ = 2L/n.<br />

3. Increase the mass <strong>on</strong> the string to 200g and repeat steps 1 and 2 above. Do this again for<br />

300g. In each case the tensi<strong>on</strong> in the string will be the mass times g (9.8 m/s 2 ).


W2 - 4<br />

Analysis<br />

1. For each combinati<strong>on</strong> <strong>of</strong> f, n and T a value <strong>of</strong> μ can be obtained and these could simply be<br />

averaged. Alternatively <strong>on</strong>e could group the observati<strong>on</strong>s and for each value <strong>of</strong> T plot the<br />

values <strong>of</strong> f vs. n T and then use the slope to find μ, as suggested by equati<strong>on</strong> (6):<br />

n<br />

μ =<br />

1<br />

( 2L ⋅ slope) 2<br />

2. Although this value is small, a measure can be obtained by direct weighing <strong>of</strong> a sample <strong>of</strong><br />

string using the electr<strong>on</strong>ic balance in the lab. You will now try to measure μ directly and<br />

compare this value to what you obtained through experiment. Measure a length <strong>of</strong> string<br />

about 2 – 3 metres l<strong>on</strong>g. You may use the same string you did the experiment with, or a<br />

new length <strong>of</strong> string. Weigh this string <strong>on</strong> the electr<strong>on</strong>ic balance, and calculate the value<br />

for μ.<br />

3. Compare the value for μ obtained by each method. Analyse the sources <strong>of</strong> uncertainty for<br />

each measurement and comment <strong>on</strong> the relative accuracy <strong>of</strong> the values obtained by direct<br />

and indirect measurement.

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