Chapter 7-9 Flashcards

1
Q

Center of Mass (CM)

A

the average position of mass for a system of particles

Equation on equation sheet

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2
Q

Conservation of Linear Momentum

A

if the sum of the external forces acting on a system of particles is zero, then the linear momentum of the system must remain constant

-if sum(Fi) = 0 then p is constant since F = dp/dt = 0

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3
Q

Torque

A

or moment, is the rotational counterpart to force

tau = r cross F

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4
Q

Conservation of Angular Momentum

A

if the sum of the external torques acting on a system of particles is zero, then the angular momentum of the system must remain constant

-if sum(taui) = 0 then L is constant since tau = dL/dt = 0

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5
Q

Laboratory Coordinates

A

reference frame in which the origin is at rest in the laboratory

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6
Q

Center of Mass (CM) Coordinates

A

reference frame in which the origin moves with the center of mass

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7
Q

Reduced Mass

A

mu = m1 x m2 / (m1 + m2)

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8
Q

Coefficient of Restitution

A

epsilon = abs(v2’ - v1’) / abs(v2 - v1) = v’ / v

v’ / v = final relative speed / initial relative speed

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9
Q

Elastic Collision

A

coefficient of restitution (epsilon) is equal to 1, so Q = 0 and total Kinetic Energy (T) is constant

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10
Q

Inelastic Collision

A

coefficient of restitution (epsilon) is greater than or equal to 0 and less than 1, so Q > 1 and Kinetic Energy (T) is not constant

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11
Q

Rigid Body

A

non-deformable object (the distance between any two points is constant)

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12
Q

Center of Mass for a Rigid Body

A

rcm = int(r dm) / int(dm)

for a composite object:
rcm = sum(mi (rcm)i) / m

if a uniform body has a plane of symmetry (a plane that divides it in half), the Center of Mass lies in that plane

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13
Q

Moment of Inertia for a Rigid Body

A

I = int[ (r perpendicular)^2 dm]

I = sum(mi ri^2)

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14
Q

Moment of Inertia

A

(I) rotational counterpart to mass (indicates an object’s inertia to being rotated–called “rotational inertia”)

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15
Q

Newton’s 2nd Law for Rotation

A

tau = (Iz) alpha

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16
Q

Rotational Equations generated by substituting analogous quantities

A
x                     theta
v                     omega
a                     alpha
m                    I
p                     L
F                     tau
p = mv            L = I omega
F = ma            tau = I alpha
T = 1/2 m v^2  Trot = 1/2 I omega^2
17
Q

Moment of Inertia for Specific Rigid Bodies

A

Uniform thin rod rotated about its center of mass:
I = 1/12 m L^2

Uniform thin ring (or cylindrical shell) rotated about its cm:
I = m R^2

Uniform Disk (or cylinder) rotated about its cm:
I = 1/2 m R^2
18
Q

Parallel-Axis Theorem

A

a rigid body’s movement of inertia (I) about any axis is equal to “I” about a parallel-axis through its cm plus the product of the body’s mass (m) with the square of the distance (L) between the two axes

I = Icm + m L^2

19
Q

Physical (or Compound) Pendulum

A

a rigid body that is free to rotate about a horizontal axis under its own weight

T = 1/f = 2 pi sqrt(I/(mgL))

20
Q

Laminar Motion

A

all particles in a rigid body move parallel to a fixed plane

21
Q

Critical Value

A

(mu crit) the minimum value of coefficient of static friction (mu s) that allows rolling motion with no slipping

22
Q

Moments of Inertia

A

Moment of Inertia about x-axis:
Ixx = int[ (y^2 + z^2) dm]

Moment of Inertia about y-axis:
Iyy = int[ (x^2 + z^2) dm]

Moment of Inertia about z-axis:
Izz = int[ (y^2 + x^2) dm]

23
Q

Products of Inertia

A

xy Product of Inertia
Ixy = Iyx = - int(x y dm)

xz Product of Inertia
Ixz = Izx = - int(x z dm)

zy Product of Inertia
Izy = Iyz = - int(z y dm)

24
Q

Moment of Inertia Tensor

A

9-component mathematical quantity that contains the moments and products of inertia for a rigid body. It is often written as a 3x3 matrix

I = | Ixx Ixy Ixz |
| Iyx Iyy Iyz |
| Izx Izy Izz |

25
Q

Matrix Multiplication

A

each matrix entry (Mij) is obtained by multiplying corresponding entries in a Row “i” and Column “j” and adding these products together

26
Q

Moment of Inertia Equation

A

I = Ixx cos^2 (alpha) + Iyy cos^2 (beta) + Izz cos^2 (gamma) + 2 Iyz cos(beta) cos(gamma) + 2 Izx cos(gamma) cos(alpha) + 2 Ixy cos(alpha) cos(beta)

I = (n with a ~ ) I n –Note that right side are all matrices

27
Q

Angular Momentum Equation

A

L = I dot omega

L = I omega –Note that right side are both matrices

28
Q

Kinetic Energy Equation

A

T = 1/2 I omega^2

T = 1/2 (omega with a ~ ) I omega –Note that right side are all matrices

29
Q

Principal Axes of a Rigid Body

A

a set of 3 coordinate axes for which the “products of inertia” are zero

-found by diagonalizing the moment of inertia tensor
0 = | Ixx - Ii Ixy Ixz |
| Iyx Iyy - Ii Iyz |
| Izx Izy Izz - Ii |