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🎯⭐ INTERACTIVE LESSON

Circular Motion and Polar Coordinates

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Circular Motion and Polar Coordinates - Complete Interactive Lesson

Part 1: Uniform Circular Motion

Uniform Circular Motion

Part 1 of 7 — Circular Motion

An object moving in a circle at constant speed is undergoing uniform circular motion. Despite constant speed, the object is accelerating because the direction of velocity is always changing.

Kinematics of Circular Motion

QuantitySymbolFormula
PeriodTTTime for one revolution
Frequencyfff=1/Tf = 1/T
Angular velocityω\omegaω=2πf=2π/T\omega = 2\pi f = 2\pi/T
Speedvvv=ωrv = \omega r
Arc lengthsss=rθs = r\theta

Position Vector

For circular motion of radius rr in the xyxy-plane:

r⃗(t)=rcos⁡(ωt) x^+rsin⁡(ωt) y^\vec{r}(t) = r\cos(\omega t)\,\hat{x} + r\sin(\omega t)\,\hat{y}

Velocity Vector

v⃗(t)=dr⃗dt=−rωsin⁡(ωt) x^+rωcos⁡(ωt) y^\vec{v}(t) = \frac{d\vec{r}}{dt} = -r\omega\sin(\omega t)\,\hat{x} + r\omega\cos(\omega t)\,\hat{y}

The magnitude: ∣v⃗∣=rω=v|\vec{v}| = r\omega = v (constant). The direction is tangent to the circle — perpendicular to r⃗\vec{r} at every instant.

Centripetal Acceleration

Differentiating velocity:

a⃗(t)=dv⃗dt=−rω2cos⁡(ωt) x^−rω2sin⁡(ωt) y^\vec{a}(t) = \frac{d\vec{v}}{dt} = -r\omega^2\cos(\omega t)\,\hat{x} - r\omega^2\sin(\omega t)\,\hat{y}

a⃗(t)=−ω2r⃗(t)\vec{a}(t) = -\omega^2\vec{r}(t)

This acceleration points radially inward (toward the center) and has magnitude:

ac=ω2r=v2ra_c = \omega^2 r = \frac{v^2}{r}

Important: Centripetal Force is NOT a New Force

Centripetal acceleration is caused by a real force (or combination of forces) directed toward the center. Common sources:

SituationCentripetal Force
Ball on a stringTension
Car on a curveStatic friction
Planet orbitingGravity
Conical pendulumHorizontal component of tension
Banked curve (no friction)Normal force component

Newton's second law in the radial direction:

∑Fr=mac=mv2r=mω2r\sum F_r = ma_c = m\frac{v^2}{r} = m\omega^2 r

AP Tip: Never list "centripetal force" as a force on a free body diagram. It's a net force requirement, not a separate force.

Flat Curve: Car on a Turn

For a car of mass mm on a flat circular turn of radius rr:

The static friction provides the centripetal force:

fs=mv2r≤μsmgf_s = m\frac{v^2}{r} \leq \mu_s mg

Maximum speed before skidding:

vmax⁡=μsgrv_{\max} = \sqrt{\mu_s g r}

Worked Example

A car takes a flat turn of radius 50 m. If μs=0.8\mu_s = 0.8 and g=10g = 10 m/s2m/s^{2}:

vmax⁡=0.8×10×50=400=20 m/s=72 km/hv_{\max} = \sqrt{0.8 \times 10 \times 50} = \sqrt{400} = 20 \text{ m/s} = 72 \text{ km/h}

Conical Pendulum

A mass mm swings in a horizontal circle on a string of length LL at angle θ\theta from the vertical:

Vertical equilibrium: Tcos⁡θ=mgT\cos\theta = mg

Radial (centripetal): Tsin⁡θ=mω2r=mω2Lsin⁡θT\sin\theta = m\omega^2 r = m\omega^2 L\sin\theta

Dividing: tan⁡θ=ω2r/g=ω2Lsin⁡θ/g\tan\theta = \omega^2 r / g = \omega^2 L\sin\theta / g

ω=gLcos⁡θ\omega = \sqrt{\frac{g}{L\cos\theta}}

T=2πω=2πLcos⁡θgT = \frac{2\pi}{\omega} = 2\pi\sqrt{\frac{L\cos\theta}{g}}

Notice: the period depends on the angle θ\theta and string length LL, but not on the mass.

Part 1 Summary

ConceptFormula
Speedv=ωr=2πr/Tv = \omega r = 2\pi r/T
Centripetal accelerationac=v2/r=ω2ra_c = v^2/r = \omega^2 r
Centripetal forceFc=mv2/rF_c = mv^2/r
Max speed (flat curve)vmax⁡=μsgrv_{\max} = \sqrt{\mu_s g r}
Position vectorr⃗(t)=rcos⁡(ωt)x^+rsin⁡(ωt)y^\vec{r}(t) = r\cos(\omega t)\hat{x} + r\sin(\omega t)\hat{y}

Next up: Part 2 — Centripetal Acceleration Derivation, proving ac=v2/ra_c = v^2/r rigorously using calculus.

Part 2: Centripetal Acceleration Derivation

Centripetal Acceleration Derivation

Part 2 of 7 — Circular Motion

On the AP Physics C exam, you may need to derive the centripetal acceleration formula from first principles. Let's build this up rigorously.

Method 1: Calculus Derivation

Start with the position vector in Cartesian unit vectors:

r⃗(t)=rcos⁡(ωt) x^+rsin⁡(ωt) y^\vec{r}(t) = r\cos(\omega t)\,\hat{x} + r\sin(\omega t)\,\hat{y}

First derivative (velocity):

v⃗=dr⃗dt=−rωsin⁡(ωt) x^+rωcos⁡(ωt) y^\vec{v} = \frac{d\vec{r}}{dt} = -r\omega\sin(\omega t)\,\hat{x} + r\omega\cos(\omega t)\,\hat{y}

Second derivative (acceleration):

a⃗=dv⃗dt=−rω2cos⁡(ωt) x^−rω2sin⁡(ωt) y^\vec{a} = \frac{d\vec{v}}{dt} = -r\omega^2\cos(\omega t)\,\hat{x} - r\omega^2\sin(\omega t)\,\hat{y}

a⃗=−ω2r⃗\boxed{\vec{a} = -\omega^2\vec{r}}

The magnitude: ∣a⃗∣=ω2r|\vec{a}| = \omega^2 r. Since v=ωrv = \omega r:

ac=ω2r=v2ra_c = \omega^2 r = \frac{v^2}{r}

The minus sign in a⃗=−ω2r⃗\vec{a} = -\omega^2\vec{r} shows the acceleration is anti-parallel to r⃗\vec{r} — it points toward the center.

Method 2: Geometric/Limit Derivation

Consider an object moving at constant speed vv around a circle of radius rr. In a small time Δt\Delta t, the velocity vector rotates by angle Δθ=ωΔt\Delta\theta = \omega\Delta t.

Change in Velocity

The velocity vectors at times tt and t+Δtt + \Delta t both have magnitude vv but differ in direction by Δθ\Delta\theta.

Using the isoceles triangle formed by v⃗(t)\vec{v}(t), v⃗(t+Δt)\vec{v}(t+\Delta t), and Δv⃗\Delta\vec{v}:

∣Δv⃗∣=2vsin⁡(Δθ2)|\Delta\vec{v}| = 2v\sin\left(\frac{\Delta\theta}{2}\right)

For small Δθ\Delta\theta: sin⁡(Δθ/2)≈Δθ/2\sin(\Delta\theta/2) \approx \Delta\theta/2:

∣Δv⃗∣≈vΔθ=vωΔt|\Delta\vec{v}| \approx v\Delta\theta = v\omega\Delta t

Average Acceleration

∣a⃗avg∣=∣Δv⃗∣Δt=vω=v2r|\vec{a}_{\text{avg}}| = \frac{|\Delta\vec{v}|}{\Delta t} = v\omega = \frac{v^2}{r}

Taking the limit Δt→0\Delta t \to 0 gives the instantaneous acceleration:

ac=lim⁡Δt→0∣Δv⃗∣Δt=vω=v2ra_c = \lim_{\Delta t \to 0} \frac{|\Delta\vec{v}|}{\Delta t} = v\omega = \frac{v^2}{r}

Direction of Δv⃗\Delta\vec{v}

As Δt→0\Delta t \to 0, the direction of Δv⃗\Delta\vec{v} becomes perpendicular to v⃗\vec{v}, which means it points radially inward. This completes the derivation.

Method 3: Period and Frequency Form

Problems often give the period TT (time per revolution) or frequency f=1/Tf = 1/T instead of the speed. Since v=2πr/Tv = 2\pi r/T:

ac=v2r=(2πr/T)2r=4π2rT2=4π2rf2a_c = \frac{v^2}{r} = \frac{(2\pi r/T)^2}{r} = \frac{4\pi^2 r}{T^2} = 4\pi^2 r f^2

Worked Example

A point on a wheel of radius 0.200.20 m makes 5.05.0 revolutions per second.

ac=4π2(0.20)(5.0)2=4π2(5.0)≈197 m/s2a_c = 4\pi^2 (0.20)(5.0)^2 = 4\pi^2(5.0) \approx 197 \text{ m/s}^2

Check with speed: v=2π(0.20)(5.0)=6.28v = 2\pi(0.20)(5.0) = 6.28 m/s, and v2/r=39.5/0.20≈197v^2/r = 39.5/0.20 \approx 197 m/s2^2 ✓

At a fixed rotation rate, ac∝ra_c \propto r: points farther from the axle have larger centripetal acceleration.

Part 2 Summary

Three equivalent derivations of ac=v2/ra_c = v^2/r:

MethodKey Step
CalculusDifferentiate r⃗(t)\vec{r}(t) twice
GeometricSmall-angle limit of Δv⃗\Delta\vec{v} triangle
Period formac=4π2r/T2a_c = 4\pi^2 r/T^2

Key Results:

  • a⃗=−ω2r⃗\vec{a} = -\omega^2 \vec{r} (always points toward center)
  • v⃗⊥a⃗\vec{v} \perp \vec{a} in UCM (constant speed)
  • v⃗⋅a⃗=0  ⟹  ∣v⃗∣\vec{v} \cdot \vec{a} = 0 \implies |\vec{v}| is constant

Next up: Part 3 — Banked Curves, applying centripetal force analysis to tilted roadways.

Part 3: Banked Curves

Banked Curves

Part 3 of 7 — Circular Motion

Banked curves are inclined roadways designed so that the normal force provides some (or all) of the centripetal force needed for turning.

Frictionless Banked Curve

For a car on a banked curve (angle β\beta) with no friction, the only forces are gravity and the normal force.

Vertical equilibrium: Ncos⁡β=mgN\cos\beta = mg

Radial (horizontal, toward center): Nsin⁡β=mv2rN\sin\beta = \frac{mv^2}{r}

Dividing these equations:

tan⁡β=v2rg\tan\beta = \frac{v^2}{rg}

vdesign=rgtan⁡β\boxed{v_{\text{design}} = \sqrt{rg\tan\beta}}

This is the design speed — the one speed at which friction is unnecessary.

Worked Example

A highway curve has r=200r = 200 m and is banked at β=15°\beta = 15°.

vdesign=200(10)tan⁡15°=2000(0.268)=536=23.2 m/s≈83 km/hv_{\text{design}} = \sqrt{200(10)\tan 15°} = \sqrt{2000(0.268)} = \sqrt{536} = 23.2 \text{ m/s} \approx 83 \text{ km/h}

Banked Curve with Friction

When the car's speed differs from the design speed, friction is needed.

Case 1: v>vdesignv > v_{\text{design}} (Too Fast)

The car tends to slide up the bank. Friction acts down the incline (inward component helps centripetal force).

Vertical: Ncos⁡β−fsin⁡β=mgN\cos\beta - f\sin\beta = mg

Radial: Nsin⁡β+fcos⁡β=mv2/rN\sin\beta + f\cos\beta = mv^2/r

With f=μsNf = \mu_s N at the maximum speed:

vmax⁡=rg⋅tan⁡β+μs1−μstan⁡βv_{\max} = \sqrt{rg\cdot\frac{\tan\beta + \mu_s}{1 - \mu_s\tan\beta}}

Case 2: v<vdesignv < v_{\text{design}} (Too Slow)

The car tends to slide down the bank. Friction acts up the incline.

vmin⁡=rg⋅tan⁡β−μs1+μstan⁡βv_{\min} = \sqrt{rg\cdot\frac{\tan\beta - \mu_s}{1 + \mu_s\tan\beta}}

If μs>tan⁡β\mu_s > \tan\beta, then vmin⁡=0v_{\min} = 0 (friction is strong enough to hold the car stationary on the bank).

Speed Range

vmin⁡≤v≤vmax⁡v_{\min} \leq v \leq v_{\max}

This range widens with more friction and narrows to a single value (vdesignv_{\text{design}}) as μs→0\mu_s \to 0.

Detailed Derivation: vmax⁡v_{\max}

Let's carefully derive the maximum speed formula. Forces on the car when going too fast (friction points down the bank):

Decompose forces along vertical and horizontal (centripetal):

Normal force: magnitude NN, tilted at angle β\beta from vertical. Friction: magnitude f=μsNf = \mu_s N, along the bank surface (perpendicular to NN), pointing down and inward.

Vertical equilibrium (ay=0a_y = 0): Ncos⁡β−μsNsin⁡β=mgN\cos\beta - \mu_s N\sin\beta = mg N(cos⁡β−μssin⁡β)=mgN(\cos\beta - \mu_s\sin\beta) = mg N=mgcos⁡β−μssin⁡βN = \frac{mg}{\cos\beta - \mu_s\sin\beta}

Horizontal (centripetal, ar=v2/ra_r = v^2/r): Nsin⁡β+μsNcos⁡β=mv2rN\sin\beta + \mu_s N\cos\beta = \frac{mv^2}{r} N(sin⁡β+μscos⁡β)=mv2rN(\sin\beta + \mu_s\cos\beta) = \frac{mv^2}{r}

Dividing: v2rg=sin⁡β+μscos⁡βcos⁡β−μssin⁡β\frac{v^2}{rg} = \frac{\sin\beta + \mu_s\cos\beta}{\cos\beta - \mu_s\sin\beta}

Dividing numerator and denominator by cos⁡β\cos\beta:

v2rg=tan⁡β+μs1−μstan⁡β\frac{v^2}{rg} = \frac{\tan\beta + \mu_s}{1 - \mu_s\tan\beta}

vmax⁡=rg⋅tan⁡β+μs1−μstan⁡β\boxed{v_{\max} = \sqrt{rg\cdot\frac{\tan\beta + \mu_s}{1 - \mu_s\tan\beta}}}

Note: The formula resembles the tangent addition formula: tan⁡(β+ϕ)=tan⁡β+tan⁡ϕ1−tan⁡βtan⁡ϕ\tan(\beta + \phi) = \frac{\tan\beta + \tan\phi}{1 - \tan\beta\tan\phi} where tan⁡ϕ=μs\tan\phi = \mu_s. So vmax⁡2=rgtan⁡(β+ϕ)v_{\max}^2 = rg\tan(\beta + \phi) where ϕ=arctan⁡(μs)\phi = \arctan(\mu_s).

Part 3 Summary

ConceptFormula
Design speed (no friction)v=rgtan⁡βv = \sqrt{rg\tan\beta}
Max speed (with friction)vmax⁡=rgtan⁡β+μs1−μstan⁡βv_{\max} = \sqrt{rg\frac{\tan\beta + \mu_s}{1 - \mu_s\tan\beta}}
Min speed (with friction)vmin⁡=rgtan⁡β−μs1+μstan⁡βv_{\min} = \sqrt{rg\frac{\tan\beta - \mu_s}{1 + \mu_s\tan\beta}}
Compact formv2=rgtan⁡(β±ϕ)v^2 = rg\tan(\beta \pm \phi), ϕ=arctan⁡μs\phi = \arctan\mu_s

Next up: Part 4 — Vertical Circles, where the centripetal force requirement changes with position.

Part 4: Vertical Circles

Vertical Circles

Part 4 of 7 — Circular Motion

In vertical circular motion, gravity alternately aids and opposes the centripetal acceleration, making the analysis position-dependent. This is a favorite AP Physics C topic.

Forces at Key Positions

For a mass mm on a string (or track) of radius rr, moving at speed vv:

At the Top

Both gravity and tension point toward the center (downward): mg+Ttop=mvtop2rmg + T_{\text{top}} = \frac{mv_{\text{top}}^2}{r}

Ttop=mvtop2r−mgT_{\text{top}} = \frac{mv_{\text{top}}^2}{r} - mg

At the Bottom

Tension points toward center (up); gravity points away (down): Tbot−mg=mvbot2rT_{\text{bot}} - mg = \frac{mv_{\text{bot}}^2}{r}

Tbot=mvbot2r+mgT_{\text{bot}} = \frac{mv_{\text{bot}}^2}{r} + mg

At an Arbitrary Angle θ\theta from Bottom

Measure θ\theta from the bottom of the circle. Tension points toward the center, and the component of gravity along the string points away from the center with magnitude mgcos⁡θmg\cos\theta:

T−mgcos⁡θ=mv2rT - mg\cos\theta = \frac{mv^2}{r}

At θ=0\theta = 0 this reduces to the bottom equation, and at θ=180°\theta = 180° (cos⁡θ=−1\cos\theta = -1) it becomes the top equation.

Minimum Speed at the Top

At the top of a vertical circle, the minimum speed occurs when the tension (or normal force) drops to zero. At that point, gravity alone provides the centripetal force:

mg=mvmin⁡2rmg = \frac{mv_{\min}^2}{r}

vmin⁡,top=gr\boxed{v_{\min,\text{top}} = \sqrt{gr}}

If the speed drops below this, the object leaves the circular path.

Minimum Speed at the Bottom (for Complete Loop)

Using energy conservation from bottom to top:

12mvbot2=12mvtop2+mg(2r)\frac{1}{2}mv_{\text{bot}}^2 = \frac{1}{2}mv_{\text{top}}^2 + mg(2r)

With vtop=grv_{\text{top}} = \sqrt{gr}:

12vbot2=12gr+2gr=52gr\frac{1}{2}v_{\text{bot}}^2 = \frac{1}{2}gr + 2gr = \frac{5}{2}gr

vmin⁡,bot=5gr\boxed{v_{\min,\text{bot}} = \sqrt{5gr}}

Tension Difference (Top vs Bottom)

Tbot−Ttop=m(vbot2−vtop2)r+2mgT_{\text{bot}} - T_{\text{top}} = \frac{m(v_{\text{bot}}^2 - v_{\text{top}}^2)}{r} + 2mg

Using energy conservation: vbot2−vtop2=4grv_{\text{bot}}^2 - v_{\text{top}}^2 = 4gr:

Tbot−Ttop=m(4gr)r+2mg=4mg+2mg=6mgT_{\text{bot}} - T_{\text{top}} = \frac{m(4gr)}{r} + 2mg = 4mg + 2mg = 6mg

This result is independent of the speed — the tension difference is always 6mg6mg.

Vertical Circle on a Track (Normal Force)

For a ball rolling inside a circular loop track, the analysis is similar but the normal force replaces tension:

At the Top (Inside of Loop)

Ntop+mg=mvtop2rN_{\text{top}} + mg = \frac{mv_{\text{top}}^2}{r}

(both NN and mgmg point toward center)

At the Bottom (Inside of Loop)

Nbot−mg=mvbot2rN_{\text{bot}} - mg = \frac{mv_{\text{bot}}^2}{r}

The minimum speed condition at the top is the same (vmin⁡=grv_{\min} = \sqrt{gr}), when Ntop=0N_{\text{top}} = 0.

Outside of a Hump

For a car going over a hill of radius rr:

mg−N=mv2rmg - N = \frac{mv^2}{r}

N=mg−mv2r=m(g−v2r)N = mg - \frac{mv^2}{r} = m\left(g - \frac{v^2}{r}\right)

The car leaves the road when N=0N = 0:

vleave=grv_{\text{leave}} = \sqrt{gr}

Worked Example: Roller Coaster

A roller coaster starts from rest at height hh above the bottom of a circular loop of radius rr (no friction). What is the normal force at the top of the loop?

By energy conservation from start to top of loop (height =2r= 2r): mgh=12mvtop2+mg(2r)mgh = \frac{1}{2}mv_{\text{top}}^2 + mg(2r) vtop2=2g(h−2r)v_{\text{top}}^2 = 2g(h - 2r)

At the top: N+mg=mvtop2/rN + mg = mv_{\text{top}}^2/r N=m⋅2g(h−2r)r−mg=mg(2hr−5)N = \frac{m \cdot 2g(h-2r)}{r} - mg = mg\left(\frac{2h}{r} - 5\right)

For N≥0N \geq 0: h≥5r/2h \geq 5r/2. This means the starting height must be at least 2.5r2.5r above the bottom of the loop.

Part 4 Summary

PositionCentripetal Equation
BottomT−mg=mv2/rT - mg = mv^2/r
TopT+mg=mv2/rT + mg = mv^2/r (string)
TopN+mg=mv2/rN + mg = mv^2/r (track)
Hill crestmg−N=mv2/rmg - N = mv^2/r
Key ResultValue
Min speed at topgr\sqrt{gr}
Min speed at bottom (full loop)5gr\sqrt{5gr}
Tension difference (top vs bottom)6mg6mg

Next up: Part 5 — Non-Uniform Circular Motion, where both speed and direction change simultaneously.

Part 5: Non-Uniform Circular Motion

Non-Uniform Circular Motion

Part 5 of 7 — Circular Motion

When an object moves in a circle with changing speed, it has both centripetal (radial) and tangential components of acceleration.

Decomposing Acceleration

The acceleration has two perpendicular components: one toward the center and one along the velocity.

ComponentDirectionFormulaCause
Centripetal aca_cToward centerv2/rv^2/rChanges direction
Tangential ata_tAlong velocitydv/dtdv/dtChanges speed

The total acceleration magnitude:

∣a⃗∣=ac2+at2=(v2r)2+(dvdt)2|\vec{a}| = \sqrt{a_c^2 + a_t^2} = \sqrt{\left(\frac{v^2}{r}\right)^2 + \left(\frac{dv}{dt}\right)^2}

Angular Quantities

LinearAngularRelation
ss (arc length)θ\theta (angle)s=rθs = r\theta
vv (speed)ω\omega (angular velocity)v=rωv = r\omega
ata_t (tangential)α\alpha (angular acceleration)at=rαa_t = r\alpha

α=dωdt=d2θdt2\alpha = \frac{d\omega}{dt} = \frac{d^2\theta}{dt^2}

Components from Angular Quantities

For a point at fixed radius rr on a rotating object, both components come straight from the angular velocity ω\omega and angular acceleration α\alpha:

ac=rω2(toward the center),at=rα(along the velocity)a_c = r\omega^2 \quad \text{(toward the center)}, \qquad a_t = r\alpha \quad \text{(along the velocity)}

The net acceleration is the vector sum of these two perpendicular components.

Example: Constant Angular Acceleration

A disk starts from rest and accelerates at α=2\alpha = 2 rad/s2rad/s^{2}. At t=3t = 3 s, a point at r=0.5r = 0.5 m from the center has:

ω=αt=6 rad/s\omega = \alpha t = 6 \text{ rad/s} v=rω=3 m/sv = r\omega = 3 \text{ m/s}

ac=rω2=0.5(36)=18 m/s2a_c = r\omega^2 = 0.5(36) = 18 \text{ m/s}^2 at=rα=0.5(2)=1 m/s2a_t = r\alpha = 0.5(2) = 1 \text{ m/s}^2

∣a⃗∣=182+12=325=18.03 m/s2|\vec{a}| = \sqrt{18^2 + 1^2} = \sqrt{325} = 18.03 \text{ m/s}^2

Angle of net acceleration from radial direction: ϕ=arctan⁡(atac)=arctan⁡(118)≈3.2°\phi = \arctan\left(\frac{a_t}{a_c}\right) = \arctan\left(\frac{1}{18}\right) \approx 3.2°

The acceleration is almost purely centripetal because ω\omega has built up substantially.

Energy and Work in Non-Uniform Circular Motion

The work-energy theorem applies component-by-component:

  • Centripetal force does no work (perpendicular to displacement).
  • Tangential force does work: Wt=∫Ft ds=∫Ft r dθW_t = \int F_t \, ds = \int F_t \, r\,d\theta

dKdt=F⃗⋅v⃗=Ftv\frac{dK}{dt} = \vec{F} \cdot \vec{v} = F_t v

Since centripetal force ⊥\perp velocity, only the tangential component changes the kinetic energy.

Power in Circular Motion

P=Ftv=Ftrω=τωP = F_t v = F_t r\omega = \tau\omega

where τ=Ftr\tau = F_t r is the torque.

Worked Example: Vertical Circle with Gravity

A ball on a string swings in a vertical circle. At angle θ\theta from the bottom:

Tangential acceleration (due to gravity): at=−gsin⁡θa_t = -g\sin\theta

(negative because gravity decelerates the ball as it rises)

Speed as a function of angle (using energy conservation): 12mv2=12mv02−mgr(1−cos⁡θ)\frac{1}{2}mv^2 = \frac{1}{2}mv_0^2 - mgr(1 - \cos\theta) v2=v02−2gr(1−cos⁡θ)v^2 = v_0^2 - 2gr(1 - \cos\theta)

Centripetal acceleration at angle θ\theta: ac=v2r=v02r−2g(1−cos⁡θ)a_c = \frac{v^2}{r} = \frac{v_0^2}{r} - 2g(1 - \cos\theta)

Tension at angle θ\theta: T=mv2r+mgcos⁡θ=mv02r−2mg(1−cos⁡θ)+mgcos⁡θT = \frac{mv^2}{r} + mg\cos\theta = \frac{mv_0^2}{r} - 2mg(1-\cos\theta) + mg\cos\theta T=mv02r−mg(2−3cos⁡θ)T = \frac{mv_0^2}{r} - mg(2 - 3\cos\theta)

Part 5 Summary

ConceptFormula
Tangential accelerationat=rα=dv/dta_t = r\alpha = dv/dt
Centripetal accelerationac=v2/r=rω2a_c = v^2/r = r\omega^2
Total acceleration∣a∣=ac2+at2\vert a\vert = \sqrt{a_c^2 + a_t^2}
Only FtF_t does workP=Ftv=τωP = F_t v = \tau\omega
Vertical circle: v2(θ)v^2(\theta)v02−2gr(1−cos⁡θ)v_0^2 - 2gr(1-\cos\theta)

Next up: Part 6 — Problem-Solving Workshop with challenging circular motion problems.

Part 6: Problem-Solving Workshop

Problem-Solving Workshop

Part 6 of 7 — Circular Motion

Strategy for Circular Motion Problems

StepAction
1Identify the circular path and radius rr
2Draw FBD at the specified point
3Establish radial direction (toward center) and tangential direction
4Apply ∑Fr=mv2/r\sum F_r = mv^2/r (radial)
5Apply ∑Ft=mat\sum F_t = ma_t (tangential, if non-uniform)
6Use energy conservation to relate speeds at different positions

Problem 2: Conical Pendulum with Calculus

A mass mm hangs from a string of length LL and swings in a horizontal circle, making angle θ\theta with the vertical. Show that the period is T=2πLcos⁡θ/gT = 2\pi\sqrt{L\cos\theta/g} and find dT/dθdT/d\theta.

Solution

From Part 1: ω=g/(Lcos⁡θ)\omega = \sqrt{g/(L\cos\theta)}, so:

T=2πω=2πLcos⁡θgT = \frac{2\pi}{\omega} = 2\pi\sqrt{\frac{L\cos\theta}{g}}

Differentiating with respect to θ\theta:

dTdθ=2π⋅12(Lcos⁡θg)−1/2⋅−Lsin⁡θg\frac{dT}{d\theta} = 2\pi \cdot \frac{1}{2}\left(\frac{L\cos\theta}{g}\right)^{-1/2} \cdot \frac{-L\sin\theta}{g}

dTdθ=−πsin⁡θLgcos⁡θ=−πLsin⁡θgLcos⁡θ\frac{dT}{d\theta} = -\pi\sin\theta\sqrt{\frac{L}{g\cos\theta}} = -\frac{\pi L \sin\theta}{\sqrt{gL\cos\theta}}

Since dT/dθ<0dT/d\theta < 0 for 0<θ<90°0 < \theta < 90°: as the angle increases, the period decreases. A wider swing means a faster revolution (shorter period).

For small angles: T≈2πL/gT \approx 2\pi\sqrt{L/g} (simple pendulum period) — this is the maximum period.

Problem 3: Bead on a Rotating Hoop

A bead slides frictionlessly on a circular hoop of radius RR that rotates about a vertical axis with angular speed ω\omega. Find the equilibrium angle θ\theta from the bottom of the hoop.

Setup

The bead is at angle θ\theta from the bottom of the hoop. Its distance from the rotation axis is r=Rsin⁡θr = R\sin\theta.

Forces on the bead:

  • Normal force NN (perpendicular to the hoop, along the radius)
  • Gravity mgmg (downward)

Radial direction (toward rotation axis): Nsin⁡θ=mω2Rsin⁡θN\sin\theta = m\omega^2 R\sin\theta

Vertical direction: Ncos⁡θ=mgN\cos\theta = mg

From the radial equation (for θ≠0\theta \neq 0): N=mω2RN = m\omega^2 R

Substituting into vertical: mω2Rcos⁡θ=mgm\omega^2 R \cos\theta = mg

cos⁡θ=gω2R\cos\theta = \frac{g}{\omega^2 R}

Analysis

  • If ω2R>g\omega^2 R > g (fast rotation): cos⁡θ<1\cos\theta < 1, so θ>0\theta > 0. The bead rises.
  • If ω2R<g\omega^2 R < g (slow rotation): cos⁡θ>1\cos\theta > 1 is impossible — the bead stays at the bottom (θ=0\theta = 0).
  • Critical angular speed: ωc=g/R\omega_c = \sqrt{g/R}

Above ωc\omega_c the bead rides up the hoop, and the faster the hoop spins, the closer θ\theta gets to 90°90° (it never quite reaches it).

Workshop Summary

Key Problem Types

TypeStrategy
Flat curveFriction = centripetal, vmax⁡=μsgrv_{\max} = \sqrt{\mu_s gr}
Banked curveResolve NN and ff into radial and vertical
Vertical circleEnergy for speeds, N2L for forces at each position
Conical pendulumVertical = mgmg, horizontal = centripetal
Rotating hoopcos⁡θ=g/(ω2R)\cos\theta = g/(\omega^2 R); rises only if ω>g/R\omega > \sqrt{g/R}

Next up: Part 7 — Review & Applications, bringing it all together.

Part 7: Review & Applications

Review & Applications

Part 7 of 7 — Circular Motion

Complete Topic Reference

ConceptFormulaPart
Speedv=rω=2πr/Tv = r\omega = 2\pi r/T1
Centripetal accelerationac=v2/r=ω2ra_c = v^2/r = \omega^2 r1, 2
Position vectorr⃗=rcos⁡(ωt)x^+rsin⁡(ωt)y^\vec{r} = r\cos(\omega t)\hat{x} + r\sin(\omega t)\hat{y}2
acceleration derivationa⃗=−ω2r⃗\vec{a} = -\omega^2\vec{r}2
Design speed (banked)v=rgtan⁡βv = \sqrt{rg\tan\beta}3
Min speed at top of loopvmin⁡=grv_{\min} = \sqrt{gr}4
Min speed at bottom of loopvmin⁡=5grv_{\min} = \sqrt{5gr}4
Tangential accelerationat=rα=dv/dta_t = r\alpha = dv/dt5
Total acceleration∣a⃗∣=ac2+at2\vert\vec{a}\vert = \sqrt{a_c^2 + a_t^2}5

Application: Centrifuge

A centrifuge of radius R=0.15R = 0.15 m spins at n=3000n = 3000 RPM.

Angular velocity: ω=2π×300060=100π≈314 rad/s\omega = 2\pi \times \frac{3000}{60} = 100\pi \approx 314 \text{ rad/s}

Centripetal acceleration: ac=ω2R=(100π)2(0.15)=14 804 m/s2a_c = \omega^2 R = (100\pi)^2(0.15) = 14\,804 \text{ m/s}^2

In units of gg: acg=14 8049.8≈1 511 g\frac{a_c}{g} = \frac{14\,804}{9.8} \approx 1\,511\,g

Application: Car on a Banked Curve

An engineer designs a highway exit ramp with r=200r = 200 m for a design speed of 60 km/h (16.7 m/s).

Required banking angle: tan⁡β=v2rg=2782000=0.139\tan\beta = \frac{v^2}{rg} = \frac{278}{2000} = 0.139 β=arctan⁡(0.139)≈7.9°\beta = \arctan(0.139) \approx 7.9°

With μs=0.7\mu_s = 0.7, maximum safe speed: vmax⁡=rgtan⁡β+μs1−μstan⁡β=20000.139+0.71−0.098v_{\max} = \sqrt{rg\frac{\tan\beta + \mu_s}{1 - \mu_s\tan\beta}} = \sqrt{2000\frac{0.139 + 0.7}{1 - 0.098}} =2000×0.931=1862≈43.1 m/s≈155 km/h= \sqrt{2000 \times 0.931} = \sqrt{1862} \approx 43.1 \text{ m/s} \approx 155 \text{ km/h}

Application: Kepler's Third Law (Preview)

For a planet of mass mm orbiting a star of mass MM in a circular orbit:

Gravitational force = centripetal force: GMmr2=mv2r\frac{GMm}{r^2} = \frac{mv^2}{r}

v=GMrv = \sqrt{\frac{GM}{r}}

Period: T=2πrv=2πrrGM=2πr3GMT = \frac{2\pi r}{v} = 2\pi r\sqrt{\frac{r}{GM}} = 2\pi\sqrt{\frac{r^3}{GM}}

T2=4π2GMr3\boxed{T^2 = \frac{4\pi^2}{GM}r^3}

This is Kepler's Third Law: T2∝r3T^2 \propto r^3.

Geostationary Orbit

For a satellite orbiting with T=24T = 24 hours:

r=(GMT24π2)1/3r = \left(\frac{GMT^2}{4\pi^2}\right)^{1/3}

r=(6.67×10−11×5.97×1024×(86400)24π2)1/3≈42 200 kmr = \left(\frac{6.67 \times 10^{-11} \times 5.97 \times 10^{24} \times (86400)^2}{4\pi^2}\right)^{1/3} \approx 42\,200 \text{ km}

This is about 35,800 km above Earth's surface.

🎉 Topic Complete: Circular Motion

You've mastered the full AP Physics C treatment of circular motion:

PartTopicStatus
1Uniform circular motion✅
2Centripetal acceleration derivation✅
3Banked curves✅
4Vertical circles✅
5Non-uniform circular motion✅
6Problem-solving workshop✅
7Review & applications✅

Key Takeaway: Circular motion problems require (1) identifying the center and radius, (2) applying Newton's second law in the radial direction with ∑Fr=mv2/r\sum F_r = mv^2/r, and (3) using energy conservation for speed relationships. The calculus-level content (derivations, angular kinematics, energy methods) is what distinguishes AP Physics C from AP Physics 1.