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Physics LibreTexts

13.3: Kinematics and Kinetic Energy in One Dimension

( \newcommand{\kernel}{\mathrm{null}\,}\)

Constant Accelerated Motion

Let’s consider a constant accelerated motion of a rigid body in one dimension in which we treat the rigid body as a point mass. Suppose at t = 0 the body has an initial x - component of the velocity given by Vx,i. If the acceleration is in the direction of the displacement of the body then the body will increase its speed. If the acceleration is opposite the direction of the displacement then the acceleration will decrease the body’s speed. The displacement of the body is given by

Δx=vx,it+12axt2

The product of acceleration and the displacement is

axΔx=ax(vx,it+12axt2)

The acceleration is given by

ax=ΔvxΔt=(vx,fvx,i)t

Therefore

axΔx=(vx,fvx,i)t(vx,it+12(vx,fvx,i)tt2)

Equation (13.3.4) becomes

axΔx=(vx,fvx,i)(vx,i)+12(vx,fvx,i)(vx,fvx,i)=12v2x,f12v2x,i

If we multiply each side of Equation (13.3.5) by the mass m of the object this kinematical result takes on an interesting interpretation for the motion of the object. We have

maxΔx=12mv2x,fm12v2x,i=KfKi

Recall that for one-dimensional motion, Newton’s Second Law is Fx=max, for the motion considered here, Equation (13.3.6) becomes

FxΔx=KfKi

Non-constant Accelerated Motion

If the acceleration is not constant, then we can divide the displacement into N intervals indexed by j = 1 to N . It will be convenient to denote the displacement intervals by Δxj the corresponding time intervals by Δtj and the x -components of the velocities at the beginning and end of each interval as Vx,j1 and Vx,j. Note that the x -component of the velocity at the beginning and end of the first interval j =1is then vx,1=vx,i and the velocity at the end of the last interval, j=N is vx,N=vx,j. Consider the sum of the , products of the average acceleration (ax,j)ave and displacement Δxj in each interval,

j=Nj=1(ax,j)ave Δxj

The average acceleration over each interval is equal to

(ax,j)ave=Δvx,jΔtj=(vx,j+1vx,j)Δtj

and so the contribution in each integral can be calculated as above and we have that

(ax,j)ave Δxj=12v2x,j12v2x,j1

When we sum over all the terms only the last and first terms survive, all the other terms cancel in pairs, and we have that

j=Nj=1(ax,j)ave Δxj=12v2x,f12v2x,i

In the limit as N and Δxj0 for all j (both conditions must be met!), the limit of the sum is the definition of the definite integral of the acceleration with respect to the position,

limNΔxj0j=Nj=1(ax,j)ave Δxjx=xfx=xiax(x)dx

Therefore In the limit as N and Δxj0 for all j , with vx,Nvx,f Equation (13.3.11) becomes

x=xfx=xiax(x)dx=12(v2x,fv2x,i)

This integral result is consequence of the definition that axdvx/dt. The integral in Equation (13.3.13) is an integral with respect to space, while our previous integral

t=tft=tiax(t)dt=vx,fvx,i

requires integrating acceleration with respect to time. Multiplying both sides of Equation (13.3.13) by the mass m yields

x=xfx=ximax(x)dx=12m(v2x,fv2x,i)=KfKi

When we introduce Newton’s Second Law in the form Fx=max, then Equation (13.3.15) becomes

x=xfx=xiFx(x)dx=KfKi

The integral of the x -component of the force with respect to displacement in Equation (13.3.16) applies to the motion of a point-like object. For extended bodies, Equation (13.3.16) applies to the center of mass motion because the external force on a rigid body causes the center of mass to accelerate.


This page titled 13.3: Kinematics and Kinetic Energy in One Dimension is shared under a CC BY-NC-SA 4.0 license and was authored, remixed, and/or curated by Peter Dourmashkin (MIT OpenCourseWare) via source content that was edited to the style and standards of the LibreTexts platform.

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