Topic 3 of 6
Derive and use constant-acceleration equations
The familiar motion equations follow from constant acceleration along one straight line. Check that model before substituting numbers.
Start the chosen interval at t = 0. Let u be its initial velocity, v its final velocity, a the constant acceleration, t its duration and s its signed displacement. Use the same positive direction for every signed value. A reversal on the same line is allowed.
Build the equations from a rate and a graph area
- Start with acceleration.
For constant acceleration, a = (v - u)/t. Rearranging gives v = u + at. Velocity therefore changes linearly with time.
- Use the straight velocity-time line.
Its signed area gives displacement: s = (u + v)t/2. The mean of the endpoint velocities is the average velocity because the graph is straight. If it crosses zero, separate positive and negative areas give the same signed result.
- Eliminate final velocity.
Substitute v = u + at into the area equation:
s = [u + (u + at)]t/2
= ut + ½at2. - Alternatively, eliminate initial velocity.
Use u = v - at:
s = [(v - at) + v]t/2
= vt - ½at2. - Eliminate time.
Multiply v - u = at by v + u:
v2 - u2 = a(v + u)t.
Since (v + u)t = 2s, this gives v2 = u2 + 2as. This derivation does not require division by a and remains consistent when a = 0.
Choose an equation that connects your known quantities to the required one. For stages with different constant accelerations, start a new interval for each stage and carry its ending position and velocity into the next. Do not use one acceleration across a stage where it changes.
Optional check A body moves along a straight line with a curved velocity-time graph. Why is displacement = (initial velocity + final velocity) x time / 2 generally unsuitable?
A reversal is still straight-line motion
Displacement need not have the final velocity's sign
Take u = +6.0 m/s, a = -2.0 m/s2 and t = 5.0 s.
v = 6 + (-2)(5) = -4 m/s.
s = 6(5) + ½(-2)(52) = +5 m.
For distance, locate the turn first: 0 = 6 - 2t gives t = 3 s. The body travels 9 m before the turn and 4 m afterwards, for 13 m total. The +5 m result from the equation is displacement.
Keep one sign convention during vertical motion
An object is launched vertically upward at 12.0 m/s from a point 1.50 m above a floor. Take upward as positive and the release point as y = 0. Neglect air resistance and use uniform g = 9.81 m/s2, so a = -9.81 m/s2 throughout the flight.
Keep the release origin and upward-positive convention
The height scale is shared; the coloured arrows show directions schematically. Here u = +12.0 m/s and a = -9.81 m/s2, including at the top. The impact calculation uses displacement -1.50 m, not the total path travelled.
Worked vertical motion
Find the height, then choose the impact roots
- Time to the top: v = 0, so 0 = 12.0 - 9.81t. Thus t = 1.223... s, or 1.22 s.
- Rise above release: 0 = 12.02 + 2(-9.81)s. Thus s = 7.339... m, or 7.34 m. Adding the initial height gives 8.84 m above the floor.
- Velocity just before floor impact: s = -1.50 m, so v2 = 12.02 + 2(-9.81)(-1.50) = 173.43 m2/s2. The object is moving downward, so select v = -13.2 m/s.
- Time to impact: -1.50 = 12.0t - 4.905t2, or 4.905t2 - 12.0t - 1.50 = 0. The quadratic formula gives t = [12.0 ± √(12.02 + 4(4.905)(1.50))]/9.81. The roots are 2.5657... s and -0.1192... s. The required post-launch event is t = 2.57 s; the negative root is outside the stated t ≥ 0 interval.
Squaring velocity removes its sign; the physical direction selects the root. Zero velocity at the highest point does not mean zero acceleration or zero resultant force.
The model ends just before floor contact. During impact the contact force changes the acceleration. Significant air resistance would also undermine the gravity-only constant-acceleration model.