Q3 - Constant-acceleration equations

Q3 - Constant-acceleration equations

Derive and use the equations for motion with constant acceleration along a straight line. You will choose signs consistently, interpret the roots of vertical-motion equations and join stages whose accelerations differ.

Deriving the constant-acceleration equations

If a car doubles its initial speed but brakes with the same constant deceleration, does its stopping distance double? The equations will show why it actually quadruples.

You already know

Velocity–time gradient gives acceleration, and signed area gives displacement. A trapezium has area equal to half the sum of its parallel sides multiplied by their separation. The identity (v−u)(v+u)=v2−u2(v-u)(v+u)=v^2-u^2 is the difference of two squares.

For example, velocity increasing from 44 to 10 m s−110\,\mathrm{m\,s^{-1}} in 3 s3\,\mathrm s gives acceleration (10−4)/3=2 m s−2(10-4)/3=2\,\mathrm{m\,s^{-2}}. If this acceleration is constant, the velocity graph is straight and its area is 12(4+10)(3)=21 m\frac12(4+10)(3)=21\,\mathrm m. Without the straight-line condition, its endpoint velocities need not determine the area.

The five motion quantities

Over one interval, uu is initial velocity, vv is final velocity, aa is constant acceleration, tt is elapsed time and ss is displacement. In straight-line motion u,v,a,su,v,a,s are signed along a chosen axis; elapsed time satisfies t≥0t\ge0. Initial position need not be zero: final position is initial position plus ss.

Constant acceleration means equal changes of velocity in equal times. The concrete graph below has gradient 2 m s−22\,\mathrm{m\,s^{-2}} and area 21 m21\,\mathrm m. The same gradient and area reasoning works with letters.

A straight velocity graph whose shaded trapezium gives displacement

Worked example 1: deriving velocity and displacement

Question. A particle has constant acceleration aa along a line. Derive v=u+atv=u+at and s=ut+12at2s=ut+\frac12at^2 from its velocity–time graph.

Plan. Use the graph's gradient, then use its signed trapezium area and eliminate vv.

a=v−utstraight gradient, t>0v=u+atrearranges=12(u+v)tsigned trapezium area=12(u+u+at)tsubstitute for v=ut+12at2expand\begin{aligned} a&=\frac{v-u}{t} && \text{straight gradient, }t>0 \\ v&=u+at && \text{rearrange} \\ s&=\frac12(u+v)t && \text{signed trapezium area} \\ &=\frac12(u+u+at)t && \text{substitute for }v \\ &=ut+\frac12at^2 && \text{expand} \end{aligned}

Why this step? Replacing final velocity by u+atu+at expresses displacement using the initial velocity and the constant acceleration.

Answer. The two equations follow from the graph's gradient and area. Both also hold at t=0t=0, when v=uv=u and s=0s=0.

Check. For u=4u=4, a=2a=2, t=3t=3, they give v=10v=10 and s=12+9=21s=12+9=21, agreeing with the concrete graph calculation.

The next derivation changes what is eliminated: remove time instead of final velocity. Avoid dividing by acceleration, so that the argument still includes zero acceleration.

Worked example 2: deriving an equation without time

Question. Starting from v−u=atv-u=at and 2s=(u+v)t2s=(u+v)t, derive v2=u2+2asv^2=u^2+2as, including the case a=0a=0.

Plan. Multiply the velocity difference by the velocity sum, then replace (u+v)t(u+v)t by 2s2s.

(v−u)(v+u)=at(v+u)multiply the first relationv2−u2=a((v+u)t)difference of squares=2asuse the second relationv2=u2+2asrearrange\begin{aligned} (v-u)(v+u)&=at(v+u) && \text{multiply the first relation} \\ v^2-u^2&=a\bigl((v+u)t\bigr) && \text{difference of squares} \\ &=2as && \text{use the second relation} \\ v^2&=u^2+2as && \text{rearrange} \end{aligned}

Why this step? Substitution removes tt without dividing by aa, which might be zero.

Answer. v2=u2+2asv^2=u^2+2as, valid for constant acceleration including a=0a=0.

Check. With u=4,v=10,a=2,s=21u=4,v=10,a=2,s=21, both sides equal 100100. If a=0a=0, the original velocity relation gives v=uv=u, consistent with the result.

Eliminating uu instead gives s=vt−12at2s=vt-\frac12at^2: substitute u=v−atu=v-at into the trapezium area. You now have five equivalent forms for choosing an efficient calculation.

Constant acceleration along a line

For one interval with constant acceleration,

v=u+ats=12(u+v)ts=ut+12at2s=vt−12at2v2=u2+2as\begin{aligned} v&=u+at \\ s&=\tfrac12(u+v)t \\ s&=ut+\tfrac12at^2 \\ s&=vt-\tfrac12at^2 \\ v^2&=u^2+2as \end{aligned}

Here ss is displacement, not automatically distance.
In the formula booklet.

The equations still require the correct interval and signs. A varying-acceleration graph generally has a different area from the straight line joining its endpoints.

Watch out

Wrong: “Every journey has s=12(u+v)ts=\frac12(u+v)t.” Its endpoint average equals average velocity under the constant-acceleration condition, not for an arbitrary velocity curve. Right: establish constant acceleration before using these equations.

Practise a derivation by eliminating the initial rather than final velocity.

Choosing equations and signs

Choose the axis and interval first, then select an equation that omits a quantity you do not need.

For example, v2=u2+2asv^2=u^2+2as avoids time, while s=ut+12at2s=ut+\frac12at^2 avoids final velocity. List the known quantities with their signs and convert to consistent units before substituting. The equations are supplied; the choice of a suitable equation is yours.

Worked example 3: braking until the first stop

Question. A car travels at 18 m s−118\,\mathrm{m\,s^{-1}} and has constant acceleration −3 m s−2-3\,\mathrm{m\,s^{-2}} until it first stops. Taking forward as positive, find the stopping time and distance.

Plan. Set v=0v=0, find time from the velocity equation, then find displacement without time.

0=18−3tv=u+att=6 ssolve02=182+2(−3)sv2=u2+2ass=54 msolve\begin{aligned} 0&=18-3t && v=u+at \\ t&=6\,\mathrm s && \text{solve} \\ 0^2&=18^2+2(-3)s && v^2=u^2+2as \\ s&=54\,\mathrm m && \text{solve} \end{aligned}

Why this step? The acceleration is negative along the chosen axis; “braking” does not make its signed value positive.

Answer. The car first stops after 6 s6\,\mathrm s, having travelled 54 m54\,\mathrm m.

Check. Its velocity remains nonnegative before the stop, so distance equals displacement. The triangular graph area is 12(6)(18)=54 m\frac12(6)(18)=54\,\mathrm m.

The next interval continues through an instant of rest, so distance can no longer be read directly from the final displacement.

Worked example 4: an interval containing a reversal

Question. A particle has initial velocity −5 m s−1-5\,\mathrm{m\,s^{-1}} and constant acceleration 2 m s−22\,\mathrm{m\,s^{-2}} for 4 s4\,\mathrm s. Find its final velocity, displacement and distance travelled.

Plan. Use the supplied equations for velocity and displacement, then split the distance where velocity is zero.

v=−5+2(4)=3 m s−1final velocitys=−5(4)+12(2)(42)=−4 mnet displacement0=−5+2t ⟹ t=2.5 sreversalsturn=−5(2.5)+(2.5)2=−6.25 mposition relative to the startD=6.25+(−4−(−6.25))=8.5 madd leg lengths\begin{aligned} v&=-5+2(4)=3\,\mathrm{m\,s^{-1}} && \text{final velocity} \\ s&=-5(4)+\tfrac12(2)(4^2)=-4\,\mathrm m && \text{net displacement} \\ 0&=-5+2t\ \Longrightarrow\ t=2.5\,\mathrm s && \text{reversal} \\ s_{\text{turn}}&=-5(2.5)+(2.5)^2=-6.25\,\mathrm m && \text{position relative to the start} \\ D&=6.25+\bigl(-4-(-6.25)\bigr)=8.5\,\mathrm m && \text{add leg lengths} \end{aligned}

Why this step? The final displacement combines two opposite directions; distance needs both travelled legs separately.

Answer. Final velocity is 3 m s−13\,\mathrm{m\,s^{-1}}, displacement is −4 m-4\,\mathrm m, and distance is 8.5 m8.5\,\mathrm m.

Check. The velocity graph has two triangles: 12(2.5)(5)=6.25\frac12(2.5)(5)=6.25 and 12(1.5)(3)=2.25\frac12(1.5)(3)=2.25 metres. Their difference is −4-4 and their sum is 8.58.5.

The opening question now has an exact answer. With forward speed U>0U>0, constant braking magnitude b>0b>0, and final velocity zero, 0=U2−2bs0=U^2-2bs, so stopping distance is U2/(2b)U^2/(2b). This derived stopping-distance result is not separately printed in the formula booklet; derive it from the supplied equation. Doubling UU multiplies its square, and hence the stopping distance, by four. At b=2 m s−2b=2\,\mathrm{m\,s^{-2}}, initial speeds 1010 and 20 m s−120\,\mathrm{m\,s^{-1}} give 2525 and 100 m100\,\mathrm m.

Watch out

Wrong: extend example 3 beyond t=6t=6 and conclude that the braking car must reverse. The model was stated only until its first stop. Right: end that stage at v=0v=0; further motion needs further information. A particle explicitly given constant acceleration through a reversal, as in example 4, is a different interval.

Use a new signed interval and split it at its own turning time.

Vertical motion and admissible roots

For vertical motion with constant gravity and no air resistance, acceleration stays downward even when the particle is moving upward or instantaneously at rest.

Take upward as positive, so a=−ga=-g. A ball launched upward has u>0u>0; at maximum height v=0v=0; on descent v<0v<0. The acceleration is still −g-g at the top. Treating the ball as a particle, neglecting air resistance and taking gg as constant are separate assumptions. The constant-acceleration equations are supplied; these modelling decisions are not supplied formulae.

Continue this lesson.

You’re previewing NovaLearn without an account. Create a free account to read the rest.

Create free account