FULL REVIEW

Full Review: Damping, Driving, and Resonance — Calculus-Based

Review the essential ideas, relationships, and problem-solving tools for damping, driving, and resonance from the Calculus-Based perspective.

TIME

45–60 minutes

BEST FOR

A complete topic review

FINISH WITH

A readiness check

After this full review, you'll be able to...

analyze damped and driven oscillator equations, connect transient and steady-state solutions, and interpret amplitude and phase response.

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Course Alignment

This Physics Sensei Unit Review supports MEC-U10 — Damping, Driving, and Resonance. Use it to reinforce concepts, prepare for homework, or review before a quiz or exam.

UNIT: MEC-U10

TOPIC: Damping, Driving, and Resonance

TREATMENT: Calculus-Based

RESOURCE: Physics Sensei Unit Review

BEST USED

✓ After studying the unit

✓ Before starting homework

✓ Before a quiz or exam

Your Review Plan

Complete these six stages in order. Each stage builds on the previous one and prepares you for the final readiness check.

6 Stages • Approximately 45–60 minutes.

Warm-Up Check

Activate prior knowledge.

Core Concepts

Review the essential ideas.

Guided Practice

Apply what you learned.

Confidence Check

Confirm your understanding.

Summary

Review the key ideas.

Next Step

Continue your learning.

Warm-Up Check

Before you begin, take a moment to see what you already remember. Do not worry about getting everything right. This is only a starting point.

ACTIVITY 1

Recall Activity 1

Build the characteristic equation.

For mx″+bx′+kx=0 with x=e^(rt), what polynomial equation must r satisfy?

Reveal Answers

mr²+br+k=0.

Why it works: Substituting the exponential trial form converts the differential equation into an algebraic equation for the modes.

ACTIVITY 2

Recall Activity 2

Interpret root type.

What does b²-4mk<0 imply?

Reveal Answers

Complex conjugate roots: underdamped oscillation with an exponentially decaying envelope.

Why it works: The discriminant controls whether the homogeneous modes oscillate.

ACTIVITY 3

Recall Activity 3

Identify the forced frequency.

For a sinusoidal driver F₀cos(ωt), what angular frequency appears in the long-time particular solution?

Reveal Answers

ω.

Why it works: A linear time-invariant oscillator responds in steady state at the driving frequency.

Ready to strengthen your understanding?

You've refreshed what you already know. Next, you'll reinforce the essential concepts that will help you solve problems with confidence. Need to see the learning path again?

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Core Concepts

Let's rebuild the key ideas one step at a time. Focus on understanding the relationships before worrying about solving problems.

KEY CONCEPT 1

Characteristic Roots and Free Damping

The free equation mx″+bx′+kx=0 has characteristic roots r=[-b±√(b²-4mk)]/(2m). Negative real roots give decay. Complex roots r=-γ±iωd produce x=e^(-γt)[C₁cos(ωd t)+C₂sin(ωd t)], with γ=b/(2m) and ωd²=k/m-γ². Repeated roots give critical damping.

mr² + br + k = 0; underdamped: x_h = e^(−bt/2m)[C₁ cos(ω_d t)+C₂ sin(ω_d t)].

Example: For x″+4x′+13x=0, r=-2±3i and x=e^-2t[C₁cos3t+C₂sin3t].

Sensei Note: The imaginary part sets oscillation; the real part sets the envelope decay.

KEY CONCEPT 2

Forced Particular Solution, Amplitude, and Phase

For mx″+bx′+kx=F₀cos(ωt), choose a sinusoidal particular solution or use complex exponentials. The steady-state amplitude is A=F₀/√[(k-mω²)²+(bω)²]. The phase lag satisfies tanφ=bω/(k-mω²), interpreted with the correct quadrant.

A(ω) = F₀/√[(k−mω²)²+(bω)²]; tan φ = bω/(k−mω²).

Example: For m=1, b=2, k=25, F₀=10, ω=5: A=1.00 m and φ=π/2.

Sensei Note: At the undamped natural frequency, damping prevents divergence and sets a finite response.

KEY CONCEPT 3

Resonance, Power, and Frequency Selectivity

The displacement-amplitude maximum of a damped oscillator occurs at ωr=√(ω₀²-2γ²) when that expression is meaningful. Average power input equals average dissipation in steady state. For weak damping, Q≈ω₀/(2γ)=mω₀/b and bandwidth Δω≈ω₀/Q.

x = x_h + x_p; stable x_h decays while x_p persists at the driving frequency.

Example: As γ increases, ωr shifts downward, the peak decreases, and the bandwidth grows.

Sensei Note: Different resonance definitions (displacement amplitude, velocity, power) need not peak at exactly the same frequency when damping is finite.

Ready to apply these ideas?

You've reinforced the essential concepts. Now it's time to put them into practice by working through guided examples and building your problem-solving confidence. Need a quick reminder?

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Guided Practice

Now it's time to apply what you've reviewed.

Work through each activity in order. The examples become gradually more challenging, and each one prepares you for the final readiness check.

PRACTICE 1

Worked Example

Solve an underdamped IVP.

Solve x″+2x′+10x=0 with x(0)=0.10 m and x′(0)=0.

Reveal Answers

x=e^-t[C₁cos3t+C₂sin3t]; C₁=0.10, C₂=0.0333, so x=0.10e^-t cos3t+0.0333e^-t sin3t.

Why it works: Roots are -1±3i. Apply x(0)=C₁ and x′(0)=-C₁+3C₂=0.

PRACTICE 2

Guided Problem

Evaluate amplitude and phase.

For m=2 kg, b=4 N·s/m, k=50 N/m, F₀=12 N, and ω=4 rad/s, find A and φ.

Reveal Answers

k-mω²=18; bω=16; denominator=√580=24.08; A=0.498 m; φ=atan2(16,18)=41.6°.

Why it works: The complex dynamic stiffness has real part k-mω² and imaginary part bω.

PRACTICE 3

Independent Problem

Find displacement resonance.

For m=1 kg, k=100 N/m, b=4 N·s/m, find γ, ω₀, and ωr.

Reveal Answers

γ=2 s⁻¹; ω₀=10 rad/s; ωr=√(100-8)=9.59 rad/s.

Why it works: Use γ=b/(2m) and ωr=√(ω₀²-2γ²).

Ready to check your understanding?

You've practiced the essential skills with guidance. Now it's time to solve a few short problems on your own and confirm you're ready to move forward. Need a quick reminder?

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Confidence Check

You've rebuilt the key ideas and practiced them with guidance. Now try these short questions on your own to check your understanding before moving on.

QUICK CHECK 1

Read the Homogeneous Roots

Classify from roots directly.

If r=-3±4i s⁻¹, what is the qualitative motion?

Reveal Answers

Underdamped oscillation at 4 rad/s with an envelope proportional to e^-3t.

Why it works: Complex roots give oscillation; their negative real part gives exponential decay.

QUICK CHECK 2

Separate Natural and Driving Frequencies

Identify the long-time frequency.

A system has ω₀=8 rad/s but is driven at ω=11 rad/s. What frequency remains after transients decay?

Reveal Answers

11 rad/s.

Why it works: The particular solution is locked to the forcing frequency.

QUICK CHECK 3

Check the Resonance Shift

Use the damped resonance formula.

If ω₀=10 rad/s and γ=1 rad/s, is ωr above or below ω₀?

Reveal Answers

ωr=√98≈9.90 rad/s, below ω₀.

Why it works: Finite damping shifts the displacement-amplitude maximum downward.

How did it go?

You've checked your understanding. Take one final look at the essential ideas before deciding what to do next. Need a quick reminder?

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Summary

Before moving on, take one final look at the most important ideas from this review.

KEY TAKEAWAY 1

Characteristic Roots Encode the Transient

Root real parts determine decay; imaginary parts determine damped oscillation.

KEY TAKEAWAY 2

Complex Dynamic Stiffness Encodes the Forced Response

The terms k-mω² and bω determine amplitude and phase at every driving frequency.

KEY TAKEAWAY 3

Finite Damping Shifts and Broadens Resonance

The displacement peak moves slightly below ω₀ and becomes less sharp as damping increases.

Ready for your next step?

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