Lesson 17 (10/02/26): Mechanical Vibrations (3.4)

Original PDF

Page 1

Lesson 17 (10/02/26): Mechanical Vibrations (3.4)

A schematic diagram of a spring-mass-damper system. A block of mass m rests on a horizontal plane at equilibrium position x_0 and is attached to a vertical wall on the left by a horizontal spring. Three forces act on the mass: an external force F_ext pointing to the right, a spring force F_spring pointing to the left, and a friction force F_friction acting along the bottom surface pointing to the left.
Visual Description: A schematic diagram of a spring-mass-damper system. A block of mass m rests on a horizontal plane at equilibrium position x_0 and is attached to a vertical wall on the left by a horizontal spring. Three forces act on the mass: an external force F_ext pointing to the right, a spring force F_spring pointing to the left, and a friction force F_friction acting along the bottom surface pointing to the left.

Newton's 2nd Law:

\[ F_{\text{net}} = ma \] \[ F_{\text{ext}} - F_{\text{spring}} - F_{\text{friction}} = mx'' \] \[ F_{\text{spring}} = kx, \quad k \text{ is constant} \] \[ F_{\text{friction}} = cv = cx', \quad c \text{ is constant} \]

Equation:

\[ mx'' + cx' + kx = F_{\text{ext}} \]

Constant coeff, linear, \(2^{\text{nd}}\) order ODE.


Page 2

Review: Const. Coeff, Linear, Homogeneous ODE

\[ a_n y^{(n)} + a_{n-1} y^{(n-1)} + \dots + a_1 y' + a_0 y = 0 \]

Ch. equation:

\[ a_n r^n + a_{n-1} r^{n-1} + \dots + a_1 r + a_0 = 0 \]

Suppose \((r - r_0)^k\) is a factor of ch. equation, \(r_0\) is Real.

it gives us \(k\) L.I. solutions

\[ e^{r_0 x}, \, x e^{r_0 x}, \, x^2 e^{r_0 x}, \, \dots, \, x^{k-1} e^{r_0 x} \]

\((a r^2 + b r + c)^k\) is a factor with \(a r^2 + b r + c\) having complex roots \(\alpha \pm i \beta\)

this gives us \(2k\) L.I. solutions

\[ e^{\alpha x} \cos \beta x, \, e^{\alpha x} \sin \beta x \] \[ x e^{\alpha x} \cos \beta x, \, x e^{\alpha x} \sin \beta x, \, x^2 e^{\alpha x} \cos \beta x, \, x^2 e^{\alpha x} \sin \beta x \] \[ \dots, \, x^{k-1} e^{\alpha x} \cos \beta x, \, x^{k-1} e^{\alpha x} \sin \beta x \]


Page 3

Example: \( (r-7)(r+9)^4 (r^2-4r+29)^3=0 \) is the ch. equation for 11th order linear constant coeff. homogeneous ODE.

find its general solution.

\( r-7 \rightsquigarrow \) gives one solution \( e^{7x} \)

\( (r+9)^4 \rightsquigarrow \) gives \( 4 \) solutions \( e^{-9x}, \; x e^{-9x}, \; x^2 e^{-9x}, \; x^3 e^{-9x} \)

\[ r^2 - 4r + 29 = 0 \rightsquigarrow r = \frac{4 \pm \sqrt{16-116}}{2} = \frac{4 \pm 10i}{2} = 2 \pm 5i \]

\( (r^2 - 4r + 29)^3 \rightsquigarrow \) gives \( 6 \) solutions \( \left[ e^{(2+5i)x} = e^{2x}[\cos 5x + i \sin 5x] \right] \)

\[ e^{2x} \cos 5x, \quad e^{2x} \sin 5x \]

\[ x e^{2x} \cos 5x, \quad x e^{2x} \sin 5x \]

\[ x^2 e^{2x} \cos 5x, \quad x^2 e^{2x} \sin 5x. \]

General solution: Linear combination of all these \( 11 \) solutions


Page 4

Going back to solving \( mx'' + cx' + kx = F_{\text{ext}} \)

Case â‘ : No friction, No external force

\[ mx'' + \underset{\text{friction}}{\overset{0}{\cancel{cx'}}} + kx = \overset{0}{\cancel{F_{\text{ext}}}} \] \[ mx'' + kx = 0, \quad \text{Let } \omega_0^2 = \frac{k}{m} \] \[ x'' + \omega_0^2 x = 0 \]

ch. equation:

\[ r^2 + \omega_0^2 = 0 \implies r = \pm \omega_0 i \]

two solutions: \( \cos\omega_0 t, \sin\omega_0 t \)

General solution:

\[ x(t) = \underbrace{c_1 \cos\omega_0 t + c_2 \sin\omega_0 t}_{\text{for any } c_1, c_2 \text{ this is sinusoidal}} \]

there is Damping.


Page 5

\[ x(t) = C_1 \cos\omega_0 t + C_2 \sin\omega_0 t \]

Lets find Amplitude & time period/frequency using trig identities

Right triangle defining the trigonometric relationships for angle phi. The adjacent horizontal base is labeled C_1, the opposite vertical side is labeled C_2, and the hypotenuse is labeled \sqrt{C_1^2 + C_2^2}. The angle between the adjacent side and hypotenuse is denoted as phi.
Visual Description: Right triangle defining the trigonometric relationships for angle phi. The adjacent horizontal base is labeled C_1, the opposite vertical side is labeled C_2, and the hypotenuse is labeled \sqrt{C_1^2 + C_2^2}. The angle between the adjacent side and hypotenuse is denoted as phi.

\[ \cos\phi = \frac{\text{adj}}{\text{hyp}} = \frac{C_1}{\sqrt{C_1^2 + C_2^2}} \]

\[ \sin\phi = \frac{\text{opp}}{\text{hyp}} = \frac{C_2}{\sqrt{C_1^2 + C_2^2}} \]

\[ x(t) = \left(\sqrt{C_1^2 + C_2^2}\right) \left[ \underbrace{\frac{C_1}{\sqrt{C_1^2 + C_2^2}}}_{\cos\phi} \cos\omega_0 t + \underbrace{\frac{C_2}{\sqrt{C_1^2 + C_2^2}}}_{\sin\phi} \sin\omega_0 t \right] \]

\[ \cos(A - B) = \cos A \cos B + \sin A \sin B \]

\[ x(t) = \overbrace{\left(\sqrt{C_1^2 + C_2^2}\right)}^{A} \cos(\omega_0 t - \phi) \]


Page 6

\[ m x'' + c x' + k x = f_{\text{ext}} \]

if \( f_{\text{ext}} = 0 \) & there is no friction (undamped) \( \rightsquigarrow \)

\[ x'' + \omega_0^2 x = 0 \] \[ \omega_0 = \sqrt{\frac{k}{m}} \]

Solution:

\[ x(t) = A \cos(\omega_0 t - \phi) \]

\( A \) is amplitude

\( \phi \) is phase shift

\[ T = \text{Period} = \frac{2\pi}{\omega_0} \] \[ f = \text{frequency} = \frac{1}{\text{Period}} = \frac{\omega_0}{2\pi} \]


Page 7

Plot of a continuous sinusoidal wave on a grid background. The vertical axis represents amplitude and the horizontal axis represents time or phase. On the vertical axis, amplitude is marked as A. The first peak of the sine wave is projected down to the horizontal axis with a dashed red line at coordinate \phi. The second peak occurs at coordinate \frac{2\pi}{\omega_0} + \phi, also projected down with a dashed red line. A horizontal dimension line beneath the axis marks the distance between the two consecutive peaks as the period T = \frac{2\pi}{\omega_0}.
Visual Description: Plot of a continuous sinusoidal wave on a grid background. The vertical axis represents amplitude and the horizontal axis represents time or phase. On the vertical axis, amplitude is marked as A. The first peak of the sine wave is projected down to the horizontal axis with a dashed red line at coordinate \phi. The second peak occurs at coordinate \frac{2\pi}{\omega_0} + \phi, also projected down with a dashed red line. A horizontal dimension line beneath the axis marks the distance between the two consecutive peaks as the period T = \frac{2\pi}{\omega_0}.

Page 8

Suppose there is friction, still no ext. force } Damped case.

Equation:

\[ mx'' + cx' + kx = 0 \] \[ x'' + \frac{c}{m}x' + \omega_0^2 x = 0 \qquad \left(\omega_0^2 = \frac{k}{m}\right) \]

Ch. equation:

\[ r^2 + \frac{c}{m}r + \omega_0^2 = 0 \]

Roots:

\[ \frac{-\frac{c}{m} \pm \sqrt{\left(\frac{c}{m}\right)^2 - 4\omega_0^2}}{2} = \frac{-c \pm \sqrt{c^2 - 4m^2\omega_0^2}}{2m} \]

  1. \( c^2 - 4m^2\omega_0^2 > 0 \leadsto \) two distinct real roots
  2. \( c^2 - 4m^2\omega_0^2 = 0 \leadsto \) one real root, repeated
  3. \( c^2 - 4m^2\omega_0^2 < 0 \leadsto \) c'x roots

Page 9

(i) \( c^2 - 4m^2\omega_0^2 > 0 \)

Two roots:

\[ r_1 = \frac{-c + \sqrt{c^2 - 4m^2\omega_0^2}}{2m}, \quad r_2 = \frac{-c - \sqrt{c^2 - 4m^2\omega_0^2}}{2m} \] \[ c^2 - 4m^2\omega_0^2 < c^2 \] \[ \Rightarrow -c + \sqrt{c^2 - 4m^2\omega_0^2} < -c + \sqrt{c^2} = 0 \] \[ \Rightarrow r_1 < 0 \quad \text{also} \quad r_2 < 0 \]

Gen. Solution:

\[ x(t) = c_1 e^{r_1 t} + c_2 e^{r_2 t} \] \[ \lim_{t \to \infty} x(t) = 0 \quad \text{bcf} \quad \lim_{t \to \infty} e^{rt} = 0 \quad \text{for } r < 0. \]


Page 10

\[ c^2 > 4m^2\omega_0^2 \]

A 2D coordinate plot showing an overdamped response curve. The vertical axis represents position or displacement, and the horizontal axis represents time. A smooth blue curve starts at a positive initial value on the vertical axis and decays monotonically and exponentially toward the horizontal axis (zero), without any oscillations.
Visual Description: A 2D coordinate plot showing an overdamped response curve. The vertical axis represents position or displacement, and the horizontal axis represents time. A smooth blue curve starts at a positive initial value on the vertical axis and decays monotonically and exponentially toward the horizontal axis (zero), without any oscillations.

"Over" Damped.

goes to 0 the fastest


Page 11

(ii) \( c^2 = 4\omega_0^2 m^2 \)

\( \Rightarrow \) only one root \( = r = -\frac{c}{2m} \), repeated

General solution: \( x(t) = c_1 e^{rx} + c_2 x e^{rx}, \quad r = -\frac{c}{2m} < 0 \)

\[ \lim_{t \to \infty} e^{rx} = 0, \quad \lim_{t \to \infty} x e^{rx} = 0 \]

e.g. \( x e^{-3x} = \frac{x}{e^{3x}} \)

but \( x e^{rx} \) goes to \( 0 \) slower than \( e^{rx} \)

this case is called "Critically" Damped


Page 12

\[ c^2 - 4\omega_0^2 m^2 > 0 \quad \text{"Over Damped"} \]

\[ c^2 - 4\omega_0^2 m^2 = 0 \quad \text{"Critically Damped"} \]

A Cartesian coordinate graph illustrating the decay curves over time for damping conditions. Both curves start at the same initial point on the vertical axis. The lower blue curve decays more quickly toward zero (representing the critically damped case). The upper green curve decays more gradually toward the horizontal axis, annotated with the text 'goes to 0 slower,' representing the overdamped case.
Visual Description: A Cartesian coordinate graph illustrating the decay curves over time for damping conditions. Both curves start at the same initial point on the vertical axis. The lower blue curve decays more quickly toward zero (representing the critically damped case). The upper green curve decays more gradually toward the horizontal axis, annotated with the text 'goes to 0 slower,' representing the overdamped case.

Page 13

(iii) Roots: \( \alpha \pm i\beta, \quad \alpha < 0 \)

Gen. solution:

\[ C_1 e^{\alpha t} \cos\beta t + C_2 e^{\alpha t} \sin\beta t \] \[ e^{\alpha t} \left[ C_1 \cos\beta t + C_2 \sin\beta t \right] \]

Where \( e^{\alpha t} \) goes to \( 0 \) as \( t \to \infty \), and the term \( [C_1 \cos\beta t + C_2 \sin\beta t] \) is sinusoidal.

A 2D Cartesian coordinate plot showing an underdamped oscillation. The horizontal axis represents time t, and the vertical axis represents the amplitude. A blue sinusoidal wave starts at a positive value on the vertical axis, oscillates above and below the horizontal axis with exponentially decreasing amplitude as time advances to the right, decaying toward zero. To the right of the graph, handwritten text in red reads '"Under" Damped.'
Visual Description: A 2D Cartesian coordinate plot showing an underdamped oscillation. The horizontal axis represents time t, and the vertical axis represents the amplitude. A blue sinusoidal wave starts at a positive value on the vertical axis, oscillates above and below the horizontal axis with exponentially decreasing amplitude as time advances to the right, decaying toward zero. To the right of the graph, handwritten text in red reads '"Under" Damped.'