GRE Physics Companion: Continuous Strings, Standing Waves, and Normal Modes
For a uniform stretched string,
For a string fixed at both ends,
and
Figure 1. A compact string-mode strategy: determine the wave speed, apply the correct endpoint
conditions, solve the spatial eigenvalue problem, then project any initial displacement and
velocity onto the allowed normal modes.
1 High-value GRE facts
- c =
.
- An ideal string satisfies ytt = c2y
xx.
- Fixed-fixed modes have kn = nπ∕L.
- Fixed-fixed frequencies are fn = nc∕(2L).
- The allowed wavelength is λn = 2L∕n.
- Mode n has n − 1 internal nodes.
- Distinct sine modes are orthogonal on 0 ≤ x ≤ L.
- Arbitrary initial shapes are Fourier sine series.
- A midpoint triangular pluck excites only odd harmonics.
- A fixed-free string has only odd harmonic multiples of its fundamental.
Part I: Original GRE-style problems
Problem 1: string wave speed
For tension
and linear density
the wave speed is
- T∕μ
- Tμ
- 1∕

Problem 2: fixed-fixed fundamental
The fundamental frequency of a fixed-fixed string is
- c∕L
- c∕(2L)
- 2c∕L
- πc∕L
- c∕(4L)
Problem 3: third-mode wavelength
For a fixed-fixed string, the wavelength of the third normal mode is
- L∕3
- 2L∕3
- L
- 3L∕2
- 6L
Problem 4: internal nodes
The fourth fixed-fixed normal mode has how many internal nodes?
- 1
- 2
- 3
- 4
- 5
Problem 5: dispersion
For an ideal uniform string,
- ω ∝ k2
- ω = ck
- ω is independent of k
- vg = 0
- only discrete traveling waves exist on an infinite string
Problem 6: orthogonality
For
equals
- 0
- L
- L∕2
- 1
- nm
Problem 7: midpoint pluck
A perfectly symmetric triangular midpoint pluck excites
- only even harmonics
- only odd harmonics
- only the fundamental
- no harmonics
- equal amplitude in every harmonic
Problem 8: fixed-free fundamental
A string fixed at one end and free at the other has fundamental frequency
- c∕(2L)
- c∕L
- c∕(4L)
- 2c∕L
- zero
Problem 9: free-end boundary condition
The ideal transverse free-end condition is
- X(L) = 0
- X′(L) = 0
- X′′(L) = 0
- Ẋ(L) = 0
- X(L) = 1
Problem 10: numerical fundamental
For
the fundamental frequency is closest to
- 59.6 Hz
- 119 Hz
- 155 Hz
- 238 Hz
- 357 Hz
Problem 11: modal coefficient
For initial displacement
and zero initial velocity, the fixed-fixed coefficient is
- ∫
0Lf(x) dx
∫
0Lf(x) sin(nπx∕L) dx
∫
0Lf(x) dx
∫
0Lf(x) cos(nπx∕L) dx
- always zero
Problem 12: modal dynamics
Each fixed-string modal coordinate obeys
- Qn = 0
- Qn + ωn2Q
n = 0
- Qn + ωnQn = 0
- Qn − ωn2Q
n = 0
- a nonlinear equation necessarily
Part II: Complete worked solutions
Solution 1
The string equation gives
Therefore
Answer: (B).
Solution 2
For
Answer: (B).
Solution 3
Thus
Answer: (B).
Solution 4
Mode
has
internal nodes. Therefore mode 4 has 3. Answer: (C).
Solution 5
For the ideal string,
Both phase and group velocity equal
Answer: (B).
Solution 6
Distinct sine modes are orthogonal:
Answer: (A).
Solution 7
For a midpoint triangular pluck,
This vanishes for every even
Answer: (B).
Solution 8
The fixed-free allowed wave numbers are
For
Answer: (C).
Solution 9
Zero transverse force at an ideal free end requires zero slope:
Answer: (B).
Solution 10
| c | =  | (27)
|
| ≈ 154.9 m∕s. | (28) |
Then
| f1 | =  | (29)
|
| ≈ 119.2 Hz. | (30) |
Answer: (B).
Solution 11
Orthogonality gives
Answer: (B).
Solution 12
Each normal coordinate is an independent harmonic oscillator:
Answer: (B).
2 GRE checklist
- Identify whether the problem gives linear density μ or total string mass.
- Compute c =
before applying endpoint conditions.
- For fixed-fixed strings, use L = nλn∕2.
- Count internal nodes as n − 1.
- Distinguish traveling-wave speed from material-point transverse speed.
- Use sine-series projection for fixed-fixed endpoint data.
- For a fixed-free string, use zero displacement at the fixed end and zero slope at the free
end.
- Remember that each normal coordinate obeys its own SHO equation.
References
References
[1] PhysicsLibrary, M06-07, Diatomic Oscillator Chains and Acoustic and Optical
Branches.
[2] PhysicsLibrary, M06-06, Discrete Oscillator Chains and Dispersion.
[3] A. P. French, Vibrations and Waves, W. W. Norton, 1971.
[4] J. R. Taylor, Classical Mechanics, University Science Books, 2005.