Circular Motion

Leaving Cert Higher Level Applied Maths revision notes with diagrams, key terms and self-check questions.

12 min readHigher LevelBy Studytok
Practise this topic — free →

Circular motion is the study of a particle moving along a circular path. Even at a constant speed, the particle continually changes direction, so it experiences an inward centripetal acceleration. At Leaving Certificate Higher Level, circular motion is examined in two core dynamical settings: horizontal circles, where vertical forces balance in equilibrium while horizontal components provide the inward acceleration, and vertical circles, where speed changes continuously with height, requiring the simultaneous application of conservation of mechanical energy and Newton's second law along the radial direction.

Kinematics, Angular Velocity, and Vector Calculus Derivation

A particle travelling along a circular path of radius rr has an instantaneous velocity vector directed along the tangent to the circle. Even if its speed vv remains constant, the continuous change in direction means the particle accelerates. This inward acceleration always points towards the centre of the circle and is termed the centripetal acceleration, aca_c.

A particle on a circle has tangential velocity perpendicular to its radius and acceleration directed towards the centre.
A particle on a circle has tangential velocity perpendicular to its radius and acceleration directed towards the centre.

Angular velocity, ω=dθdt\omega = \frac{d\theta}{dt}, measures the rate at which the radius vector sweeps out an angle in radians per second (rad s−1^{-1}). Since an arc length s=rθs = r\theta, differentiating with respect to time yields the relationship between linear speed and angular velocity:

v=rωv = r\omega

The periodic time TpT_p taken to complete one full revolution of 2π2\pi radians is:

Tp=2πω=2πrvT_p = \frac{2\pi}{\omega} = \frac{2\pi r}{v}

If rotation is specified as nn revolutions per minute (rev/min), convert to radians per second using ω=2πn60\omega = \frac{2\pi n}{60}.

Vector Calculus Derivation of Centripetal Acceleration

We can prove the formula for centripetal acceleration using elementary vector calculus. Set the origin (0,0)(0,0) at the centre of the circle. At any time tt, the position vector r⃗(t)\vec{r}(t) of a particle moving at constant angular speed ω\omega is:

r⃗=rcos⁡(ωt)i⃗+rsin⁡(ωt)j⃗\vec{r} = r\cos(\omega t)\vec{i} + r\sin(\omega t)\vec{j}

Differentiating with respect to time gives the velocity vector v⃗\vec{v}:

v⃗=dr⃗dt=−rωsin⁡(ωt)i⃗+rωcos⁡(ωt)j⃗\vec{v} = \frac{d\vec{r}}{dt} = -r\omega\sin(\omega t)\vec{i} + r\omega\cos(\omega t)\vec{j}

The magnitude of velocity is ∣v⃗∣=(−rωsin⁡(ωt))2+(rωcos⁡(ωt))2=rω=v|\vec{v}| = \sqrt{(-r\omega\sin(\omega t))^2 + (r\omega\cos(\omega t))^2} = r\omega = v.

Differentiating a second time yields the acceleration vector a⃗\vec{a}:

a⃗=dv⃗dt=−rω2cos⁡(ωt)i⃗−rω2sin⁡(ωt)j⃗=−ω2(rcos⁡(ωt)i⃗+rsin⁡(ωt)j⃗)=−ω2r⃗\vec{a} = \frac{d\vec{v}}{dt} = -r\omega^2\cos(\omega t)\vec{i} - r\omega^2\sin(\omega t)\vec{j} = -\omega^2(r\cos(\omega t)\vec{i} + r\sin(\omega t)\vec{j}) = -\omega^2\vec{r}

The negative sign confirms that the acceleration vector points in the exact opposite direction to r⃗\vec{r}, directed straight inward towards the centre. Its magnitude is:

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

When the Speed is Not Constant

The derivation above assumes a constant angular speed ω\omega. In a vertical circle the speed changes as the particle rises and falls, so the acceleration has two parts: a component v2/rv^2/r towards the centre (because the direction of motion is turning) and a tangential component dv/dtdv/dt along the tangent (because the speed is changing). In examinations we resolve forces along the radius, so the tangential component does not appear and mv2/rmv^2/r remains the exact radial equation. The changing speed is handled separately using conservation of energy.

Dynamics of Horizontal Circles, Conical Pendulums, and Bowls

Centripetal force is not an independent physical force; it is simply the net inward radial force provided by real forces such as tension, friction, gravity, or normal reaction. Applying Newton's second law along the inward radial line gives:

∑Finward=mv2r=mrω2\sum F_{\text{inward}} = \frac{mv^2}{r} = mr\omega^2

In horizontal circular motion, the particle remains at a constant vertical height. Because there is no vertical acceleration, forces in the vertical direction balance in static equilibrium, while horizontal components provide the inward acceleration:

∑Fvertical=0and∑Fhorizontal=mrω2=mv2r\sum F_{\text{vertical}} = 0 \qquad \text{and} \qquad \sum F_{\text{horizontal}} = mr\omega^2 = \frac{mv^2}{r}

Drawing and Labelling the Diagram

In SEC examinations, method marks are awarded for clear free-body diagrams:

  • Draw the string or contact surface with tension TT or normal reaction RR clearly directed.
  • Draw the weight mgmg acting vertically downwards from the particle.
  • Mark the radius rr horizontally from the particle to the vertical axis of rotation.
  • State your angle explicitly. If θ\theta is the angle between the string and the vertical, the components are Tcos⁡θ=mgT\cos\theta = mg and Tsin⁡θ=mrω2T\sin\theta = mr\omega^2. If θ\theta is measured from the horizontal, the trigonometric ratios reverse (Tsin⁡θ=mgT\sin\theta = mg and Tcos⁡θ=mrω2T\cos\theta = mr\omega^2). Never draw an extra arrow labelled 'centripetal force'.

The Conical Pendulum

For a bob of mass mm on a string of length LL making angle θ\theta with the vertical:

  • Radius: r=Lsin⁡θr = L\sin\theta
  • Vertically: Tcos⁡θ=mgT\cos\theta = mg
  • Radially: Tsin⁡θ=mrω2=mv2rT\sin\theta = mr\omega^2 = \frac{mv^2}{r}

Dividing the radial equation by the vertical equation eliminates both tension TT and mass mm:

tan⁡θ=v2rg=rω2g\tan\theta = \frac{v^2}{rg} = \frac{r\omega^2}{g}

If the vertical depth of the circle below the suspension point is h=Lcos⁡θh = L\cos\theta, then substituting r=Lsin⁡θr = L\sin\theta gives:

ω2=gh\omega^2 = \frac{g}{h}
A suspended bob follows a horizontal circle. Its string length L, orbit radius r and vertical depth h form a right triangle; tension points towards the pivot and weight points down.
A suspended bob follows a horizontal circle. Its string length L, orbit radius r and vertical depth h form a right triangle; tension points towards the pivot and weight points down.

Inside a Smooth Hemispherical Bowl or Cone

A particle moving in a horizontal circle on the smooth inside surface of a hemispherical bowl of radius aa is supported by the normal reaction RR, which points along the radius of the bowl towards its centre OO. If the radius from OO to the particle makes an angle θ\theta with the downward vertical:

  • Radius of the circular path: r=asin⁡θr = a\sin\theta
  • Vertically: Rcos⁡θ=mgR\cos\theta = mg
  • Radially: Rsin⁡θ=mrω2R\sin\theta = mr\omega^2

Dividing gives tan⁡θ=rω2g\tan\theta = \frac{r\omega^2}{g}. Since the depth of the circle below the centre OO is h=acos⁡θh = a\cos\theta, we obtain the identical shortcut:

ω2=gh\omega^2 = \frac{g}{h}

For any horizontal circle held by a single contact force pointing towards a fixed axis point, ω2=g/h\omega^2 = g/h, where hh is the vertical depth below that point. The required angular speed does not depend on the mass of the particle.

Rotating Rides with Suspension Offsets

In amusement park rides such as a chairoplane, chains are hung from the rim of a rotating disc of radius dd rather than from a central point. If a chain of length LL hangs at angle θ\theta to the vertical, the horizontal displacement from the pivot is Lsin⁡θL\sin\theta. Adding the disc offset gives the total orbit radius:

r=d+Lsin⁡θr = d + L\sin\theta
A rotating ride has a pivot offset d from its axis and a chain projecting a further L sin θ horizontally, giving total radius r.
A rotating ride has a pivot offset d from its axis and a chain projecting a further L sin θ horizontally, giving total radius r.

The resolved equations remain Tcos⁡θ=mgT\cos\theta = mg and Tsin⁡θ=mrω2T\sin\theta = mr\omega^2, leading to:

tan⁡θ=(d+Lsin⁡θ)ω2g  ⟹  ω=gtan⁡θd+Lsin⁡θ\tan\theta = \frac{(d + L\sin\theta)\omega^2}{g} \implies \omega = \sqrt{\frac{g\tan\theta}{d + L\sin\theta}}

Banked Tracks and Lateral Friction Limits

When a vehicle rounds a bend of radius rr, centripetal acceleration must be supplied horizontally.

Unbanked Level Bend

On a flat horizontal road, the normal reaction is R=mgR = mg. The only horizontal force available is sideways static friction FfF_f directed towards the centre of the turn:

Ff=mv2rF_f = \frac{mv^2}{r}

Because static friction has an upper limit Fmax=μR=μmgF_{\text{max}} = \mu R = \mu mg, where μ\mu is the coefficient of friction, the maximum safe cornering speed is:

vmax=μgrv_{\text{max}} = \sqrt{\mu gr}

Smooth Banked Track

To eliminate reliance on tyre friction, tracks and roads are banked at an angle θ\theta to the horizontal. With zero friction, the normal reaction RR tilts inward:

Rcos⁡θ=mgandRsin⁡θ=mv2rR\cos\theta = mg \qquad \text{and} \qquad R\sin\theta = \frac{mv^2}{r}

Dividing the radial equation by the vertical equation gives the speed at which no friction is required (often referred to as the design speed):

tan⁡θ=v2rg  ⟹  v=rgtan⁡θ\tan\theta = \frac{v^2}{rg} \implies v = \sqrt{rg\tan\theta}

Rough Banked Track with Friction

When a vehicle travels faster than the no-friction speed, it tends to slide up the banking, so limiting friction μR\mu R acts down the slope:

∑Fvertical=0  ⟹  Rcos⁡θ−μRsin⁡θ=mg\sum F_{\text{vertical}} = 0 \implies R\cos\theta - \mu R\sin\theta = mg∑Fradial=mv2r  ⟹  Rsin⁡θ+μRcos⁡θ=mv2r\sum F_{\text{radial}} = \frac{mv^2}{r} \implies R\sin\theta + \mu R\cos\theta = \frac{mv^2}{r}

Dividing the equations eliminates RR and mm, giving the maximum speed before slipping outward:

vmax2=rg(sin⁡θ+μcos⁡θcos⁡θ−μsin⁡θ)v_{\text{max}}^2 = rg\left(\frac{\sin\theta + \mu\cos\theta}{\cos\theta - \mu\sin\theta}\right)

When travelling below the no-friction speed, the vehicle tends to slip down the incline, so friction acts up the slope. Changing the sign of μ\mu yields the minimum speed:

vmin2=rg(sin⁡θ−μcos⁡θcos⁡θ+μsin⁡θ)v_{\text{min}}^2 = rg\left(\frac{\sin\theta - \mu\cos\theta}{\cos\theta + \mu\sin\theta}\right)

If μ≥tan⁡θ\mu \ge \tan\theta, the numerator in the minimum speed formula becomes zero or negative. This means friction alone can hold the car on the slope even at rest, so no minimum speed exists.

Two bank cross-sections show weight downwards and reaction perpendicular to the road. Friction acts down the bank above design speed and up the bank below design speed.
Two bank cross-sections show weight downwards and reaction perpendicular to the road. Friction acts down the bank above design speed and up the bank below design speed.

Hooke's Law in Circular Motion

Hooke's law states that the tension in an elastic spring or string is proportional to its extension: T=k(l−l0)T = k(l - l_0), where l0l_0 is the natural length and kk is the elastic stiffness in N m−1^{-1}.

When a particle of mass mm attached to an elastic string rotates on a smooth horizontal table, the extended string forms the radius of the circle: r=l0+xr = l_0 + x. The tension supplies the centripetal force:

k(r−l0)=mrω2k(r - l_0) = mr\omega^2

Rearranging to isolate the orbit radius rr:

kr−kl0=mrω2  ⟹  r(k−mω2)=kl0  ⟹  r=kl0k−mω2kr - kl_0 = mr\omega^2 \implies r(k - m\omega^2) = kl_0 \implies r = \frac{kl_0}{k - m\omega^2}

The stiffness kk must be greater than mω2m\omega^2, otherwise the string cannot hold the particle in a circle at that rate of rotation. For example, if m=0.5 kgm = 0.5\text{ kg}, l0=0.4 ml_0 = 0.4\text{ m}, k=50 N m−1k = 50\text{ N m}^{-1}, and ω=6 rad s−1\omega = 6\text{ rad s}^{-1}, then mω2=0.5(36)=18 N m−1<50m\omega^2 = 0.5(36) = 18\text{ N m}^{-1} < 50, yielding r=50(0.4)50−18=2032=0.625 mr = \frac{50(0.4)}{50 - 18} = \frac{20}{32} = 0.625\text{ m}.

Dynamics of Vertical Circular Motion

In a vertical circle, gravity acts in the plane of motion, meaning the particle's speed changes continuously with height. The constant-acceleration formulae (v=u+atv = u + at, v2=u2+2asv^2 = u^2 + 2as) cannot be used here, because neither the size nor the direction of the acceleration is constant.

The Four-Step Solution Method

  1. State your datum level and angle convention clearly on your sketch.
  2. Apply conservation of mechanical energy from the launch point to the point of interest to express v2v^2 in terms of the angle.
  3. Formulate Newton's second law along the inward radius to express tension TT or normal reaction RR.
  4. Apply the required physical condition (T=0T = 0, R=0R = 0, or v=0v = 0) to solve for the unknown angle or speed.

Writing the Radial Equation: One Rule, Four Geometries

Add up all force components pointing towards the centre, subtract those pointing away from the centre, and set the resultant equal to mv2/rmv^2/r:

SituationRadial equation (inward)Contact or slack condition
Particle on a string, at angle θ\theta to the downward verticalT−mgcos⁡θ=mv2rT - mg\cos\theta = \frac{mv^2}{r}String slacks when T=0T = 0
Inside a loop or bowl, at angle α\alpha to the upward vertical (above centre)R+mgcos⁡α=mv2rR + mg\cos\alpha = \frac{mv^2}{r}Leaves track when R=0R = 0
Inside a concave track or valley, at angle θ\theta to the downward vertical (below centre)R−mgcos⁡θ=mv2rR - mg\cos\theta = \frac{mv^2}{r}RR is greatest at bottom; cannot leave track here
Outside a convex surface (sphere, hill crest), at angle α\alpha to upward verticalmgcos⁡α−R=mv2amg\cos\alpha - R = \frac{mv^2}{a}Leaves surface when R=0R = 0 (v2=gacos⁡αv^2 = ga\cos\alpha)

At the crest of a humpback bridge of radius rr (α=0\alpha = 0), R=m(g−v2/r)R = m(g - v^2/r), so wheels leave the road once v≥grv \ge \sqrt{gr}. At the base of a valley, R=m(g+v2/r)R = m(g + v^2/r), so an occupant feels heavier than normal.

General Tension Formula for a String

Taking the lowest point as the reference datum (h=0h = 0), the height at an angle θ\theta from the downward vertical is h=r(1−cos⁡θ)h = r(1 - \cos\theta):

12mu2=12mv2+mgr(1−cos⁡θ)  ⟹  v2=u2−2gr(1−cos⁡θ)\frac{1}{2}mu^2 = \frac{1}{2}mv^2 + mgr(1 - \cos\theta) \implies v^2 = u^2 - 2gr(1 - \cos\theta)
A particle below and to the right of the centre has height r(1 − cos θ) above the bottom. Tension points inward and weight vertically down.
A particle below and to the right of the centre has height r(1 − cos θ) above the bottom. Tension points inward and weight vertically down.

Substituting this v2v^2 into the radial equation T=mgcos⁡θ+mv2rT = mg\cos\theta + \frac{mv^2}{r}:

T=mu2r−2mg+3mgcos⁡θT = \frac{mu^2}{r} - 2mg + 3mg\cos\theta

Evaluating tension at the bottom (θ=0∘\theta = 0^\circ, cos⁡θ=1\cos\theta = 1) and top (θ=180∘\theta = 180^\circ, cos⁡θ=−1\cos\theta = -1):

  • Tbottom=mu2r+mgT_{\text{bottom}} = \frac{mu^2}{r} + mg
  • Ttop=mu2r−5mgT_{\text{top}} = \frac{mu^2}{r} - 5mg

Subtracting gives the standard relationship:

$Tbottom−Ttop=6mgT_{\text{bottom}} - T_{\text{top}} = 6mg$

Projectile Motion After the String Goes Slack

When T=0T = 0, the particle leaves the circular path. Its velocity at that instant is tangential (perpendicular to the radius). If the radius makes an angle θ\theta with the upward vertical, the tangent makes the same angle θ\theta with the horizontal. The velocity components at departure are:

  • Horizontal component: vx=vcos⁡θv_x = v\cos\theta
  • Vertical component (upward): vy=vsin⁡θv_y = v\sin\theta

From that point onward, the particle moves as a free projectile under gravity. Its maximum additional height above the slack point is found using vy2=uy2−2ghextrav_y^2 = u_y^2 - 2gh_{\text{extra}}:

hextra=(vsin⁡θ)22gh_{\text{extra}} = \frac{(v\sin\theta)^2}{2g}
At an upper-left departure point, velocity is tangent to the circle and directed upwards and rightwards. A parabolic path rises to an apex above the slack point.
At an upper-left departure point, velocity is tangent to the circle and directed upwards and rightwards. A parabolic path rises to an apex above the slack point.

Critical Boundary Conditions: Loops, Rods, and Dimensional Checks

Depending on the launch speed uu at the lowest point, a particle on a string exhibits three distinct behaviours:

Launch speed uuMotion regimeWhat actually happens
u≤2gru \le \sqrt{2gr}OscillationParticle comes to rest (v=0v = 0) at or below the horizontal equator. The string stays taut (T≥0T \ge 0) throughout; in the limiting case u=2gru = \sqrt{2gr} the particle comes to rest level with the centre, where T=0T = 0 momentarily and the particle swings back.
2gr<u<5gr\sqrt{2gr} < u < \sqrt{5gr}Slack / departs circleTension vanishes (T=0T = 0) above the equator while speed v>0v > 0. The particle enters parabolic projectile motion.
u≥5gru \ge \sqrt{5gr}Complete circleThe particle maintains tension right over the top (Ttop≥0T_{\text{top}} \ge 0) and completes full revolutions.

Deriving the Full Loop Conditions

  • Flexible String or Inside a Smooth Loop: At the summit, both tension (or normal reaction) and gravity act downwards:
Ttop+mg=mvtop2r  ⟹  for Ttop≥0,  vtop2≥grT_{\text{top}} + mg = \frac{mv_{\text{top}}^2}{r} \implies \text{for } T_{\text{top}} \ge 0, \; v_{\text{top}}^2 \ge gr

By conservation of energy, u2=vtop2+4gr≥gr+4gr=5gru^2 = v_{\text{top}}^2 + 4gr \ge gr + 4gr = 5gr, giving u≥5gru \ge \sqrt{5gr}.

  • Light Rigid Rod or Threaded Wire Ring: A rigid rod can support compression, and a bead threaded on a wire cannot leave the path. The particle keeps going as long as v2>0v^2 > 0 all the way round. Since vtop2=u2−4grv_{\text{top}}^2 = u^2 - 4gr, the particle just reaches the top when u=2gru = 2\sqrt{gr} (arriving with zero speed) and completes the circle for u>2gru > 2\sqrt{gr}.

Dimensional Analysis and Model Verification

You are expected to be able to check whether an answer is sensible by looking at its dimensions in terms of mass [M][\text{M}], length [L][\text{L}], and time [T][\text{T}]:

  • [ac]=[v2/r]=(LT−1)2/L=LT−2[a_c] = [v^2/r] = (\text{LT}^{-1})^2 / \text{L} = \text{LT}^{-2} (acceleration)
  • [Fc]=[mv2/r]=M×LT−2=MLT−2[F_c] = [mv^2/r] = \text{M} \times \text{LT}^{-2} = \text{MLT}^{-2} (force in newtons)
  • [5gr]=(LT−2⋅L)1/2=LT−1[\sqrt{5gr}] = (\text{LT}^{-2} \cdot \text{L})^{1/2} = \text{LT}^{-1} (speed in m s−1^{-1})

In energy equations, check each term separately: every term must carry dimensions of energy, [ML2T−2][\text{ML}^2\text{T}^{-2}]. Terms like 12mv2\frac{1}{2}mv^2, mghmgh, and mg⋅r(1−cos⁡θ)mg \cdot r(1 - \cos\theta) all balance. Cancelling mm across every term is mathematically correct; an error occurs only if one term lacks a factor present in the others.

Key terms

Centripetal Acceleration
The inward radial acceleration of a particle moving in a circular path, directed towards the centre of curvature, with magnitude v²/r or ω²r.
Angular Velocity
The rate of change of angular displacement with respect to time, measured in radians per second (rad s⁻¹), linked to linear speed by v = rω.
Centripetal Force
The resultant net inward force acting towards the centre of a circular path, equal to mv²/r or mrω²; supplied by real forces like tension, friction, or gravity.
Conical Pendulum
A particle suspended by a light string from a fixed point that sweeps out a horizontal circle while the string describes the surface of a cone.
Banked Track
A curved road or track inclined at an angle to the horizontal, allowing the horizontal component of the normal reaction to provide centripetal acceleration.
Coefficient of Friction
The dimensionless ratio μ between the maximum limiting static frictional force and the normal reaction force between two contacting surfaces.
Conservation of Mechanical Energy
The principle that the sum of kinetic energy and gravitational potential energy remains constant in a conservative system with no work done against dissipative forces.
Slack Condition
The physical state in vertical circular motion where string tension drops to zero (T = 0), causing the particle to leave the circular path and enter projectile motion.
Hooke's Law
The physical principle stating that the tension in an elastic spring or string is directly proportional to its extension beyond natural length: T = k(l - l₀).
Dimensional Analysis
The algebraic verification of physical equations by comparing the fundamental base units of mass [M], length [L], and time [T] across all terms.

Check yourself

  1. A 0.2 kg ball on a string of length 0.8 m swings in a horizontal circle 0.5 m below the fixed suspension point. Find its angular velocity ω and the tension in the string. (Take g = 9.8 m s⁻²)

    Using the shortcut ω² = g/h: ω² = 9.8 / 0.5 = 19.6, so ω = √19.6 ≈ 4.43 rad s⁻¹. For tension, cos θ = h/L = 0.5 / 0.8 = 5/8. Resolving vertically: T cos θ = mg gives T(5/8) = (0.2)(9.8) = 1.96 N, so T = 1.96 × (8/5) = 3.14 N.

  2. A particle moves in a horizontal circle 0.45 m below the centre of a smooth hemispherical bowl. Find its angular velocity.

    For a smooth bowl, the normal reaction points towards the centre, giving ω² = g/h. With h = 0.45 m: ω² = 9.8 / 0.45 ≈ 21.78, so ω ≈ 4.67 rad s⁻¹.

  3. What is the difference between the tension at the bottom and the tension at the top for any particle completing a full vertical circle on a string?

    T_bottom - T_top = 6mg. This difference is constant and independent of the initial projection speed.

  4. A car negotiates an unbanked circular bend of radius 80 m on a flat road where μ = 0.5. Calculate the maximum safe speed without skidding. (Take g = 9.8 m s⁻²)

    v_max = √(μgr) = √(0.5 × 9.8 × 80) = √392 ≈ 19.8 m s⁻¹.

  5. Use dimensional analysis to test whether the expression v = √(5gr) is dimensionally consistent.

    [√(5gr)] = ([g][r])^(1/2) = (LT⁻² · L)^(1/2) = (L²T⁻²)^(1/2) = LT⁻¹, which matches the dimensions of velocity [v].

You've read the theory
Now turn it into exam marks.

Practise circular motion as questions and flashcards in Studytok, with explanations when you get stuck.

Continue for free →
  1. ✓
    Read the notes
    6 sections
  2. 2
    Test yourself
    Questions marked instantly
  3. 3
    Keep revising
    Flashcards and exam-style practice