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Simple Harmonic Motion and Natural Frequency

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Energy Conservation Methods for SystemsSimple Harmonic Motion+1 more→→Damped and Forced Vibrations
simple-harmonic shm natural-frequency oscillation

Core Idea

Simple harmonic motion occurs when a restoring force is proportional to displacement: F = -kx or τ = -kθ. The resulting motion is sinusoidal with period T = 2π/ω_n, where ω_n = √(k/m) for translation or ω_n = √(k/I) for rotation. Energy oscillates between kinetic and potential forms while total energy remains constant. The natural frequency defines the system's tendency to oscillate at a particular rate.

Explainer

The defining feature of simple harmonic motion is the linear restoring force: a force (or torque) that always points back toward equilibrium and whose magnitude is exactly proportional to how far you've displaced the system. A spring satisfies this: stretch it by x, and it pulls back with force F = −kx. The minus sign is the whole story — the force opposes the displacement. If you displace a mass on a spring and release it, Newton's second law gives mẍ = −kx, which is a second-order linear ODE whose solution is x(t) = A cos(ω_n t + φ). The motion is exactly sinusoidal, oscillating forever with constant amplitude. You already know from energy conservation that a closed system conserves total mechanical energy; SHM is simply the case where all that energy alternates between the spring's potential energy (½kx²) and the mass's kinetic energy (½mv²), with the total sum remaining constant at every instant.

The natural frequency ω_n = √(k/m) tells you how fast the system oscillates. Notice its structure: k appears in the numerator and m in the denominator. A stiffer spring (larger k) increases the restoring force at every displacement, causing faster oscillations. A heavier mass (larger m) has more inertia and overshoots equilibrium more slowly. The natural frequency is entirely set by the system's physical parameters — it is not something you impose from outside. Every spring-mass system has exactly one natural frequency, and it will oscillate at that frequency if given any initial displacement or velocity, regardless of amplitude (for small oscillations). This amplitude-independence is a special and important property of SHM that does not hold for nonlinear restoring forces.

For rotational systems, the same logic applies with moment of inertia I replacing mass m and torsional stiffness k replacing linear stiffness: ω_n = √(k/I). A simple pendulum, for small angles, approximates SHM with an effective stiffness k_eff = mg/L, giving ω_n = √(g/L). Notice that the pendulum's natural frequency depends only on its length and gravity — not on the mass of the bob or the amplitude (again, for small angles). This is why pendulum clocks keep reliable time: the period T = 2π/ω_n is stable.

The energy method for finding ω_n bypasses Newton's laws entirely and connects directly to your prerequisite on energy conservation. For a conservative system, total energy E = KE + PE = constant. Setting dE/dt = 0 and comparing the resulting equation to the standard form ẍ + ω_n²x = 0 directly reveals ω_n. This method is often algebraically cleaner than the force method for complex geometries (pendulums, springs on pulleys, compound rotors). The skill to develop is identifying the appropriate kinetic and potential energy expressions, differentiating total energy, and reading off ω_n — a pattern that extends naturally to damped and forced vibration analysis in the next course topic.

Practice Questions 5 questions

Prerequisite Chain

Understanding Zero → The Number Zero → Counting to Five → Counting to 10 → Counting to 20 → Counting a Set of Objects Up to 20 → Cardinality: The Last Number Counted → Matching Numerals to Quantities → Subitizing Small Quantities → Addition Within 10 → Number Bonds to 10 → Addition Within 20 → Doubles and Near Doubles → Doubles Facts Within 10 → Near Doubles Facts Within 20 → Mental Math Strategies for Addition → Mental Math: Adding and Subtracting Tens → Addition Within 100 → Repeated Addition as Multiplication → Multiplication as Equal Groups → Multiplication: Arrays → Basic Multiplication Facts (0s, 1s, 2s, 5s, 10s) → Multiplication Facts Within 100 → Division as Equal Sharing → Division as Grouping (Measurement Division) → Division: Grouping (Repeated Subtraction) Model → Division: Fair Sharing Model → Division as Equal Sharing → Division as Grouping → Basic Division Facts → Division Facts Within 100 → Multiplication and Division Fact Families → Relationship Between Multiplication and Division → Division Facts as Inverse of Multiplication → Remainders and Quotients in Division → Division Word Problems → Multi-Step Word Problems → Solving Multi-Step Word Problems → Multiplication Word Problems → Division Word Problems → Introduction to Long Division → Factors and Multiples → Prime and Composite Numbers → Equivalent Fractions → Relating Fractions and Decimals → Decimal Place Value → Integers and the Number Line → Comparing and Ordering Integers → Absolute Value → Adding Integers → Subtracting Integers → Multiplying Integers → Dividing Integers → Unit Rates → Proportions → Percent Concept → Converting Between Fractions, Decimals, and Percents → Operations with Rational Numbers → Two-Step Equations → Solving Multi-Step Equations → Equations with Variables on Both Sides → Angle Pairs: Complementary, Supplementary, and Vertical → Parallel Lines and Transversals → Corresponding Angles → Alternate Interior Angles → Triangle Angle Sum Theorem → Exterior Angle Theorem → Triangle Inequality Theorem → Similar Triangles: AA Similarity → Similar Triangles: SSS and SAS Similarity → Proportions in Similar Triangles → Right Triangle Trigonometry Introduction → Sine, Cosine, and Tangent Ratios → Trigonometric Ratios Review → Radian Measure → Converting Between Degrees and Radians → The Unit Circle → Graphing Sine and Cosine → Graphing Tangent and Reciprocal Trigonometric Functions → Derivatives of Trigonometric Functions → Antiderivatives → Indefinite Integrals → Basic Integration Rules → Riemann Sums → Definite Integral Definition → Double Integrals: Definition and Setup → Iterated Integrals and Fubini's Theorem → Double Integrals over Rectangular Regions → Double Integrals over General Regions → Applications of Double Integrals: Area, Mass, and Moments → Center of Mass → Conservation of Linear Momentum → Elastic Collisions → Inelastic Collisions → Coefficient of Restitution → Collision Analysis and Real-World Applications → Two-Body Collisions in the Center-of-Mass Frame → Reduced Mass and Two-Body Problems → Kinematics in Two Dimensions → Projectile Motion → Circular Motion: Kinematics → Rotational Kinematics → Torque → Moment of Inertia → Rotational Kinetic Energy → The Work-Energy Theorem → Conservation of Mechanical Energy → Work-Energy Principle for Particles → Linear Impulse-Momentum for Particles → Linear Momentum and Impulse in Systems → Conservation of Linear Momentum in Systems → Systems of Particles: Center of Mass and Internal Forces → Energy Conservation Methods for Systems → Simple Harmonic Motion and Natural Frequency

Longest path: 114 steps · 704 total prerequisite topics

Prerequisites (3)

Leads To (1)