We can now consider some problems that are tougher to handle. Usually,
the toughest part of such problems is choosing a good reference frame
for determining the momenta of the particles involved. Relative velocities
are usually involved when objects are splitting apart so we must
be careful. Consider the following:
A cannon, initially at rest with respect to the earth, has
a mass of 1950 kg and fires a shell of mass 50 kg. If the
shell is fired in the horizontal direction with a speed of
40 m/s with respect to the cannon, find the recoil
velocity of the cannon assuming that it is free to move
without friction in the horizontal direction.
Solution: The earth makes a good reference frame since the gravitational force and normal forces applied by the ground on the cannon operate only in the vertical direction and we are concerned only with motion in the horizontal direction. Therefore, the system of cannon and cannonball has no external forces to affect the horizontal motion and momentum in the horizontal plane is conserved. We need the velocities of both the cannon and cannonball in the horizontal. Let's call the final velocity of the cannon in this reference frame V. The problem asks us to find V. The velocity of the cannonball in this frame is vE, the velocity relative to the earth. Since we can assume that V points to the left in the figure above, we should have vE = v - V since v = 55 m is relative to the cannon and the cannon is moving backward.
The initial momentum of the system before the cannon fires is
zero. The final momentum is mvE -
MV, so we need to solve for V as follows:
| p0 | = pf |
| 0 | = mvE - MV |
| 0 | = m(v - V) - MV ==> |
| 0 | = mv - (m + M)V ==> |
| V | = (mv)/(m + M) |
| = (50 kg)(40 m/s)/(50 kg + 1950 kg) | |
| V | = 1 m/s |
Solution: Things are complicated slightly by the second shell. We begin by noting that the initial mass of the cannon + two cannon shells is now M + 2m and the mass of what remains in the cannon plus the cannon after the first shot is fired is M + m. So, we calculate the final velocity of the cannon and one remaining cannonball after the first shot is fired:
| p01 | = pf1 |
| 0 | = mvE1 - (m + M)V1 |
| 0 | = m(v - V1) - (m + M)V1 ==> |
| 0 | = mv - (2m + M)V1 ==> |
| V1 | = mv/ (2m + M) |
| = (50 kg)(40 m/s)/[2(50 kg) + 1950 kg] | |
| V1 | = 0.98 m/s |
The shot of the second cannonball is still 40 m/s relative to the cannon, but now the cannon is moving at about 1 m/s. We go through the same procedure of momentum conservation, being very careful to correctly account for signs in a consistent manner.
| p02 | = pf2 |
| -(m + M)V1 | = mvE2 - MV2 |
| = m(v - V2) - MV2 ==> | |
| = mv - (m + M)V2 ==> | |
| V2 | = [mv + (m + M)V1]/(m + M) |
| = [(50 kg)(40 m/s) + (50 kg + 1950 kg)(0.98 m/s)/ (50 kg + 1950 kg) | |
| V2 | = 1.98 m/s |
We can see the advantage of shooting one shell after another if our purpose is to increase the speed of the cannon! Although this is not desirable for artillery firing, it is the same principle behind using multi-stage rockets to lift payloads into orbit.
A cannonshell is fired with an initial velocity of 50 m/s at 37° to the horizontal. When the shell is at the highest point of its trajectory, it explodes into two pieces, m1 and m2. m1 falls straight down from the highest point after the explosion. If m1 = 2m2, where does m2 land relative to the initial firing point?
Solution: This problem can be solved quickly by taking into
account information we already know about free-fall
trajectories. First, the highest point on the trajectory
occurs when the shell is a distance ½ R from the
firing point, R being the range and equal to
2v02sin(theta)cos(theta)/g.
We also know how to calculate the height of this
highest point.
Second, the velocity of the shell when it explodes
is only along the horizontal since, by definition,
the shell has no vertical velocity at the highest point.
That means that if we consider m1 and
m2 to be our system, then we only need
worry about momentum conservation along the horizontal
direction to find the speed of m2 just
after the explosion. Since we can calculate the
velocity of m2 at a position we know,
we can then use the equations for motion to find the
final landing point. To get the velocity of m2
just after the explosion, we note that momentum
conservation does not care about the complexity of
the explosion itself. We can relate what happens
just before the explosion to what happens after as
long as no external forces in the horizontal
direction are acting and we account for the momentum
of every piece of matter just after the explosion.
| p0 | = pf |
| (m1 + m2)vx | = m1*0 + m2v2 ==> |
| (m1 + m2)v0cos(theta)/m2 | = v2 |
| (2m2 + m2)v0cos(theta)/m2 | = v2 |
| 3v0cos(theta) | = v2 |
Thus mass m2 flies off with 3 times the x velocity of the original intact shell. We could now go through the equations of motion to find the horizontal distance m2 travels from the highest point, but we can do things faster by noting the symmetry of the situation. Normally, the whole shell would have traveled a horizontal distance of ½ R from the midpoint because it takes just as much time to go down to ground level as it did to go up to the highest point from ground level and the horizontal velocity would have been constant. The explosion imparts m2 with a new x velocity that is 3 times the old x velocity, but does not change its y velocity. Hence, m2 will travel 3 times as far from the midpoint as the intact shell would have since it will still take the same amount of time to fall to the ground from the highest point. Therefore, the horizontal distance m2 travels from the initial firing position is ½ R + 3*½ R = 2R = 4*v02sin(theta)cos(theta)/g = 4(50 m/s)2sin37° cos37° /(9.8 m/s2) = 490 m.
To see an interactive demonstration of 1D momentum conservation in action, turn to the interactive textbook by clicking here.
| Pnet | = m1v1 + m2v2 + ... + mNvN |
| = d/dt(m1r1) + d/dt(m2r2) + ... + d/dt(mN rN | |
| = d/dt(m1r1 + m2r2 + ... + mNrN) | |
| = M d/dt[m1r1 + m2r2 + ... + mNrN)/M] | |
| = M d/dt[rCM] | |
| Pnet | = d/dt (MrCM) = dPcm/dt |
Our expression for the net force acting on the system can be rewritten (if the mass is not changing) as
| Fnet, ext | = d2/dt2( m1r1 + m2r2 + ... + mNrN) |
| = M d2/dt2 ( m1r1 + m2r2 + ... + mNrN)/M | |
| Fnet, ext | = M d2/dt2 (rcm) = Macm |
An immediate application of this concept is the problem we did earlier
about the exploding shell. The center-of-mass
motion does not change because of the explosion since all the forces
involved are internal to the shell itself. In that case, the above
problem becomes even easier since the center-of-mass follows the same
trajectory path as it would have in the absence of the explosion, i.e.
The center-of-mass winds up at position R with respect to the original
firing point. We know that m1 winds up at ½ R, so
we can find the position for m2 by demanding that its final
position be such as to give a center-of-mass position at R, so
| xcm | = (m1x1 + m2x2)/ (m1 + m2) |
| R | = (2m2½ R + m2x2)/ (2m2 + m2) ==> |
| 3m2R | = m2(R + x2) ==> |
| x2 | = 2R |
So we get the identical result, as we must.
Find the center of mass for a uniform rectangular slab
of mass M, length b, and height h assuming the origin is
at the lower left-hand corner of the slab.
Solution: It should be clear by symmetry that the CM position will turn out to be at the center of the slab, hence we should find xCM = b/2 and yCM = h/2. How do we prove it? Let's consider just the x position for now. We can consider breaking the slab into small strips as shown below. For each strip, we posit that the CM of the strip lies at the strip center (by symmetry and the uniformity of how mass is distributed). Clearly if we make enough strips so that the strips are infinitesimally thin, we can believe ala calculus that the center of the "line" strip is where the CM for that strip is located. For now, let's do 10 strips and then see what happens as we increase that number.
We look at each strip and see that it has width b/10, so if the CM position of each strip is at the center, then the mass of each strip can be considered as being at positions ½ b/10, 3/2 * b/10, 5/2 * b/10 , etc. The general formula would be (2i - 1)b/(2*10) as i goes from 1 to 10. The mass of each strip should be 1/10 of the total mass. If we call the total mass of the slab M, then the x position of the CM for the whole slab is defined as being located at
Looks awesomely hard, but luckily Maple is really good for handling these kinds of things. Give it a try by clicking here. There are two values for the number of strips there. You should verify that we get the same result for any number of strips you care to try.
So that's not so bad, but it still wasn't very challenging. After all, what about shapes that aren't quite as nice?
Find the center-of-mass of the uniform isosceles trapezoidal plate shown in the the figure below.
Solution: We can divide the plate into sections for which we can find the center-of-mass. Once we have the center-of-mass position for each piece, then we can find the center-of-mass for the whole plate. The most sensible division of the plate would be that shown below.
Now we have to find the centers-of-mass of two similar triangles and a rectangular slab. The rectangular slab we did previously, so we know its center-of-mass position will be XCM = ½ a and YCM = ½ h. To find the center-of-mass of an isosceles triangular slab with width w and height h, we can consider breaking it into strips of width x and height dy as shown in the figure below.
If we make the origin of the coordinate system the bottom left corner, then the vertical position of the strip from the bottom of the triangle is given by y. The mass of strip is dm. Since the material is uniform, we assume its mass is evenly distributed and therefore the mass, dm, is related to the mass M of the whole triangle as the ratio of areas. Approximately,
where the approximation arises from the determination of the area of the strip as a rectangle. The shape is only approximately rectangular, but we can show that the approximation to a rectangle is better and better in the limit where dy goes to zero, a limit we will assume in forming the definite integral for the calculation of the center-of-mass position for x and y. In fact, the x position of the center-of-mass is
where we have taken the Riemannian sum over to an integral (it will be a definite integral when we have correctly parameterized dm). Since we know that dm = M(x dy)/(½ wh) we need to find x in terms of y. The easiest connection between x and y is through the tangent of the angle theta since
To get the y position of the CM, we don't have to do much more
work. We note that we can relate the y position of any of the
strips we've used before relative to the top point of the triangle
through the angle theta. Thus, we can find the y position of the
CM relative to that point by noting that
We have to remember that we did this relative to the top of the
triangle, so with respect to our origin, we find
YCM = 2/3 h. Applying these results to our
original trapezoidal triangle piece, we find the CM position
to be 2/3 (b - a)/2 = 1/3 (b - a) from the leftmost corner
and 2/3 h above the bottom of the trapezoid. Since the triangle
on the right side of our trapezoidal slab is identical to the
triangle we just handled, the CM is located a distance
1/3 (b - a) from the rightmost corner and 2/3 h above the
bottom of the trapezoid. The fraction of mass of the whole
contained in each triangular piece is the same as the ratio
of the triangle's area to the area of the whole trapezoid.
The area of the trapezoid is 2[½ (b - a)h/2] + a*h =
½ (b + a)h, therefore the fraction of mass contained in
each triangle is ¾ (b - a)h/[½ (b + a)h] = ½ (b - a)/(b + a).
The fraction of mass contained in the central square piece is
a*h/[½ (b + a)h] = 2a/(b + a). We combine the CM position
and masses for each of the three pieces to get the final result
for the CM of the trapezoidal slab relative to the leftmost bottom
corner position.
| XCM | = [1/3 (b - a)][(b - a)/2(b + a)] + [½ (b - a) + ½ a][2a/(b + a)] + [b - 1/3 (b - a)][(b - a)/2(b + a)] | |
| = (b - a)2/[6(b + a)] + b/2 * 2a/(b + a) + [2b/3 + a/3][½ (b - a)/(b + a)] | ||
| = (b - a)2/[6(b + a)] + ba/(b + a) + (2b + a)/6 * [(b - a)/(b + a)] | ||
| = 1/[6(b + a)][b2 - 2ba + a2 + 6ba + 2b2 - ba - a2] | ||
| = 1/[6(b + a)][3b2 + 3ba] | ||
| = 3b/[6(b + a)][b + a] | ||
| XCM | = b/2 | |
| YCM | = (2h/3)[½ (b - a)/(b + a)] + [½ h][2a/(b + a)] + (2h/3)[½ (b - a)/(b + a)] | |
| = (2h/3)[(b - a)/(b + a)] + h[a/(b + a)] | ||
| = [h/(b + a)][2b/3 - 2a/3 + a] | ||
| YCM | = (2h/3)[½ (b - a)/(b + a)] + [½ h][2a/(b + a)] + (2h/3)[½ (b - a)/(b + a)] | |
| = (2h/3)[(b - a)/(b + a)] + h[a/(b + a)] | ||
| = [h/(b + a)][2b/3 - 2a/3 + a] | ||
| = [h/(b + a)][2b/3 + a/3] | ||
| YCM | = h(2b + a)/[3(b + a)] |
Now how would you do something more complex, like finding the center of mass of a uniform sphere of radius R and mass M for example? The simplest thing is to resort to symmetry - the center of mass must be at the geometric center of the sphere. This is much faster than calculation and you can easily convince yourself that it must be correct! To prove it explicitly though, you have to break the sphere into infinitesimal pieces. In this case it be easiest to consider strips for a spherical shell. You consider a hollow, very thin-walled sphere and break it into strips which each go all the way around the sphere. If you can't picture that, try this animation. The strips are integrated over the whole sphere from pole to pole. This finds the center of mass of each spherical shell. You can then integrate over spherical shells of smaller and smaller radius from the maximum, R, to the minimum, 0. Each of these shells will have its center of mass in the same place (the center), so you can verify the result of our symmetry argument. Although this is a lot of work for something we can easily ``see'', it is a useful technique for finding the center of mass of things like hemispheres (which do not have enough symmetry for you to trivially calculate the center of mass position). We also use this same technique later when talking about rotational inertia.
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