mechanics Flashcards

1
Q

Hookes law equation

A

T = λx / l

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2
Q

assumptions for hookes law

A
  • the string/ spring is light
  • The system has no friction
  • The string / spring obeys hookes law
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3
Q

hookes law on two springs:

A
  1. draw a diagram for lengths, draw a diagram for tensions
  2. find the forces + equate if theyre in equilibrium
  3. apply hookes law to the tensions in the strings
  4. sub these tensions into the equations made in step 2
  5. solve
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4
Q

work done by a variable force in a string/ spring

A

λx²/2l

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5
Q

in perfectly elastic strings:

A

energy is conserved:

Final KE, GPE, EPE = Initial KE, GPE, EPE

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6
Q

if a non conservative force does work on a string

A

work done = change in energy

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7
Q

Solving vertical motion involving elastic forces using energy

A
  1. calculate loss/ gain in GPE and KE

2. use conservation of energy to work out λ or x

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8
Q

Solving vertical motion involving elastic forces using calculus

A
  1. Use F = ma where a is a derivative
  2. solve differential equation
  3. input initial variables
  4. input question conditions
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9
Q

all quantities can be expressed in terms of:

A

Mass
Length
Time

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10
Q

tangential speed, v =

A

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11
Q

radial acceleration is

A

acceleration towards the centre of the circle

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12
Q

radial acceleration, a =

A

rω² = v²/r

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13
Q

Force towards the centre of the circle, F =

A

mrω² = mv²/r

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14
Q

Examples of centripetal force

A
  • Tension in a string
  • friction
  • A reaction force
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15
Q

In horizontal circles consider the forces:

A
  • forces towards/ away from the centre of the circle

- forces perpendicular to the plane of motion

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16
Q

working out speed in vertical circles

A

conservation of energy

GPE = KE

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17
Q

tangential acceleration =

A

ra

a is the angular acceleration

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18
Q

Constant angular acceleration with variable speed:

A
Suvat equations where 
ω = v
ωo = u
angular acceleration, a = a
t = t
θ = s
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19
Q

If a particle just leaves its circular path then

A

R>0 T=0

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20
Q

solving a circular motion problem

A
  1. use forces (F=ma)
  2. energy analysis
  3. sub equations together and solve
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21
Q

impulse =

A

Change in momentum = force * time

Ft = m(v-u)

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22
Q

∫Fdt =

A

impulse

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23
Q

∫Fds =

A

work done

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24
Q

work done vector form

A

W = F.d

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25
power vector form
P = F.v
26
Kinetic energy vector form
KE = ½mv.v
27
alternate form for acceleration
dv/dt d²x/dt² vdv/dx
28
a force may be dependent on:
- time F= f(t) - displacement F = f(x) - velocity F = f(v)
29
including the effects of air resistance
1. F = ma Where F is the sum of forces and a is a derivative 2. separate variables 3. integrate and add arbitrary constant 4. use initial conditions to find constant 5. input conditions given in question
30
When no forces acting except friction then
KE lost = work done against friction
31
resultant acceleration in a circle =
√(radial acceleration²+tangential acceleration²)
32
work energy pricipal
work done by forces = change in KE/GPE
33
coefficient of restitution, e =
speed of separation / speed f approach
34
if e = 0
the two velocities after impact are the same (the particles stick together), inelastic
35
If e = 1
the loss in KE is zero, elastic
36
Component of velocity perpendicular to the line of centres
unaffected by collision, momentum is conserved
37
Component of velocity parallel to the line of centres
Newtons law of restitution, momentum is conserved
38
When an object hits a plane there is no impulse...
parallel to the plane
39
Component of velocity parallel to plane
unaffected by collision, momentum is conserved
40
Component of velocity perpendicular to plane
Newtons law of restitution, momentum is conserved
41
newtons law of restitution
(Ua - Ub ) e = Vb - Va
42
Impulse = | integral
∫Fdt
43
Work done = | integral
∫Fdx
44
Using the impulse/ work done integrals
find the integral and set in equal to mv - mu or Pt
45
component of velocity that changes wall vs two spheres
- wall: perpendicular component changes | - spheres: component parallel to line of centres changes
46
stiffness =
λ/l
47
x̄ =
(x1m1 + x2m2 + ... + xnmn)/ (m1 + m2 + ... + mn)
48
ȳ =
(y1m1 + y2m2 + ... + ynmn)/ (m1 + m2 + ... + mn)
49
finding CoM of compsite shaped laminas
in a table put each shapes area, CoM x co-ordinate, CoM y co-ordinate. Consider x or y co-ordinates i.e. x*A ... =x̄A
50
If a hanging object is in equlibrium then...
the forces weight and tension act along the same line and there is no resultant moment. The CoM lies directly below the point of suspension.
51
volume of revolution about x-axis
V = ∫πy²dx
52
volume of revolution about y-axis
V = ∫πx²dy
53
Vx̄ =
∫πy²xdx
54
Vȳ =
∫πx²ydy
55
Finding the CoM of a solid of revolution about the x-axis:
``` V = ∫πy²dx Vx̄ = ∫πy²xdx ```
56
Finding the CoM of a solid of revolution about the y-axis:
``` V = ∫πx²dy Vȳ = ∫πx²ydy ```
57
Finding the angle between the point of suspension and the vertical axes
- CoM directly below point of suspension so find x̄ and ȳ | - tanθ = ȳ/x̄
58
CoM of a lamina using strips parallel to y-axis
``` Ax̄ = ∫xydx Aȳ = ∫½y²dx ```
59
CoM of a lamina using strips parallel to the x-axis
``` Ax̄ = ∫½x²dy Aȳ = ∫xydy ```
60
if an object is about to slide
F = μR | friction is limiting
61
when the particle is at rest does friction act
no, there is no tendancy to slide
62
an object will slide if
the line of action sits within the base
63
an object will topple if
the line of action lies outside of the base
64
volume of a circle
4/3πr^3
65
volume of cone
h/3πr^2
66
a in circular motion suvat
angular acceleration