conservation laws phy1012f energy gregor leigh [email protected]

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CONSERVATION LAWS PHY1012F ENERGY Gregor Leigh [email protected]

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Page 1: CONSERVATION LAWS PHY1012F ENERGY Gregor Leigh gregor.leigh@uct.ac.za

CONSERVATION LAWS

PHY1012

F

ENERGY

Gregor [email protected]

Page 2: CONSERVATION LAWS PHY1012F ENERGY Gregor Leigh gregor.leigh@uct.ac.za

CONSERVATION LAWS ENERGY

PHY1012F

2

ENERGY

Learning outcomes:At the end of this chapter you should be able to…

Define and use the concepts of kinetic and potential energy.

Use various pictorial representations to interpret problems involving the transformation of energy from one kind to another.

Apply the law of conservation of mechanical energy to solve mechanical problems in conservative systems, including (in conjunction with the law of conservation of momentum) problems involving elastic collisions.

Page 3: CONSERVATION LAWS PHY1012F ENERGY Gregor Leigh gregor.leigh@uct.ac.za

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PHY1012F

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ENERGY

Energy…

is an extremely abstract concept and is difficult to define;

is a number (a scalar) describing the state of a system of objects (for an isolated system this number remains constant, i.e. the energy of the system is conserved);

appears in many different forms, each of which can be converted into another form of energy in one or other of the transformation processes which underlie all activity in the Universe;

is all there is! (Even matter is just a manifestation of “coagulated” energy: E = mc2.)

Page 4: CONSERVATION LAWS PHY1012F ENERGY Gregor Leigh gregor.leigh@uct.ac.za

CONSERVATION LAWS

ENERGY

PHY1012F

4

sin s smg ds mv dv

sdv dsm

ds dt

net ssF ma

y

KINETIC ENERGY and GRAVITATIONAL POTENTIAL ENERGY

Consider an object sliding over an arbitrarily-shaped frictionless surface during some brief interval…

n

w

v

…as it moves from an initial height, yi, to a final height, yf …

s

yi

yfdy

dy = sin dsds

Newton II:

mg sinmg cos

sdvm

dt

sinmg ss

dvmv

ds

mg dy

(chain rule)

Page 5: CONSERVATION LAWS PHY1012F ENERGY Gregor Leigh gregor.leigh@uct.ac.za

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… mvs dvs = –mg dy y

KINETIC ENERGY and GRAVITATIONAL POTENTIAL ENERGY

s

yi

yff f

i i

v ys sv y

mv dv mg dy

½ mvf2 – ½ mvi

2

½ mvf2 + mgyf = ½ mvi

2 + mgyi

½ mv2 = K Kinetic energy – energy due to a body’s motion.

mgy = Ug (Gravitational) potential energy – energy due to a body’s position.

i.e. Kf + Ugf = Ki + Ugi

= –(mgyf – mgyi)

Page 6: CONSERVATION LAWS PHY1012F ENERGY Gregor Leigh gregor.leigh@uct.ac.za

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Units: [kg m2/s2 = joule, J]

Kinetic energy can never be negative.

K = ½ mv2

Ug = mgy

KINETIC ENERGY and GRAVITATIONAL POTENTIAL ENERGY

Units: [kg m/s2 m = kg m2/s2 = joule, J]

For Ug calculations, the y-axis represents the

vertical. (i.e. y-values are heights.)

Only changes in potential energy are meaningful, since the height at which potential energy is zero is arbitrary. (U can be negative.) Irrespective of the chosen origin, however, Ug will always be computed as the same

value.

Page 7: CONSERVATION LAWS PHY1012F ENERGY Gregor Leigh gregor.leigh@uct.ac.za

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MECHANICAL ENERGY

The sum of the kinetic and potential energies of a system is called the mechanical energy of the system:

Emech = K + U

We have shown that (in an isolated system, where Fnet

= 0) a body’s mechanical energy remains constant as it

moves under the influence of gravity: Kf + Ugf = Ki + Ugi

Hence: Emech = K + U = 0

Law of conservation of mechanical energy

Page 8: CONSERVATION LAWS PHY1012F ENERGY Gregor Leigh gregor.leigh@uct.ac.za

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CONSERVATION OF MECHANICAL ENERGY

Although the system is isolated, forces within it can transfer energy between kinetic and potential forms.

Using a ball in free fall as an example, the interchange between its kinetic and potential energies (and the conservation of mechanical energy) can be illustrated using energy bar charts…

K U Emech = K + U

Emech = 0

Page 9: CONSERVATION LAWS PHY1012F ENERGY Gregor Leigh gregor.leigh@uct.ac.za

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HOOKE’S LAW

The spring constant, k, is a measure of the “stiffness” of the spring.The negative sign indicates a restoring force.s = L – L0 is the

displacement from equilibrium.(Fsp)s is the magnitude of the force

acting on either side of the spring.Hooke’s law is not universal. It is applicable only within the limits of each particular spring.We shall work only with ideal (massless) springs.

sp sF k s

s > 0

sp 0s

F

sp 0s

F

s < 0

(unstretched)

sse0

Page 10: CONSERVATION LAWS PHY1012F ENERGY Gregor Leigh gregor.leigh@uct.ac.za

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s mgx

k

A toy train is joined to a 2.0 kg block by a spring with k = 50

N/m. The coefficient of static friction for the block is 0.60. The spring is at its equilibrium length when the train starts off at 5 cm/s.When does the block slip?

y

x

spFn

w

sf

(Fnet)x = Fsp – fs = 0

kx – s mg = 0

The block starts to slip when fs reaches its maximum: fs max =

sn

t = 4.7 s

(Fnet)y = n – w = 0

20.60 2.0 kg 9.8 m/s50 N/m

0.235 m

xvt

0.235 m0.05 m/s

t

Page 11: CONSERVATION LAWS PHY1012F ENERGY Gregor Leigh gregor.leigh@uct.ac.za

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ELASTIC POTENTIAL ENERGY

A spring exerts a force which varies with the extension (or compression) of the spring. The acceleration it causes is thus not constant.

sse0

We can simplify matters, however, by considering only the before-and-after situations…

km vi

vf

si

sf

net ssF maNewton II: sdv

mdt

sdv dsm

ds dtk s s

sdv

mvds

(chain rule)

s sk s ds mv dv

spF

Page 12: CONSERVATION LAWS PHY1012F ENERGY Gregor Leigh gregor.leigh@uct.ac.za

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i.e. Kf + Usp f = Ki + Usp i

ELASTIC POTENTIAL ENERGY

… mvs dvs = –ks ds f f

i i

v ss sv s

mv dv k s ds

½ mvf2 – ½ mvi

2 = –½ k(sf)2 + ½ k(si)2

½ mvf2 + ½ k(sf)2 = ½ mvi

2 + ½ k(si)2

½ k(s)2 = Usp Elastic potential energy – energy due to a body’s position.

Page 13: CONSERVATION LAWS PHY1012F ENERGY Gregor Leigh gregor.leigh@uct.ac.za

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½ k(s)2 = Usp

ELASTIC POTENTIAL ENERGY

Units: [(N/m)(m2) = kg m2/s2 = joule, J]

Since s is squared, elastic potential energy is positive irrespective of whether the spring is extended or compressed.

We have now shown that (in an isolated system, where Fnet = 0) a body’s mechanical energy remains constant

as it moves under the influence of gravity and/or on an ideal spring in the absence of friction.

Hence: Emech = K + Ug + Usp = 0

Page 14: CONSERVATION LAWS PHY1012F ENERGY Gregor Leigh gregor.leigh@uct.ac.za

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VERTICAL SPRINGS

K Ug Usp

y

0

ye

Besides kinetic energy, bodies moving at the end of vertical springs have both gravitational and elastic potential energies.

E.g. An initially compressed spring launches a sheep vertically upwards…

Page 15: CONSERVATION LAWS PHY1012F ENERGY Gregor Leigh gregor.leigh@uct.ac.za

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ELASTIC COLLISIONS

An idealised collision in which mechanical energy is conserved is called an perfectly elastic collision.

Problem-solving strategy for elastic collisions:

1. Sketch the situation.

2. If necessary, divide the problem into separate parts according to the principles which will be used to solve it. (Use before-and-after drawings for conservation parts).

3. Establish a coordinate system to match the motion.

4. Define symbols for initial and final masses and velocities, and list known information, identify desired unknowns.

5. Apply the laws of conservation of momentum and energy.

Page 16: CONSERVATION LAWS PHY1012F ENERGY Gregor Leigh gregor.leigh@uct.ac.za

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A 200 g steel ball on a 1 m-long string is pulled sideways until the string is at an angle of 45°, at which point it is released. At the very bottom of its swing it strikes a 500 g steel block resting on a frictionless table. To what angle does the ball rebound?

0 = 45°y

0

L = 1 m

mA = 200 g

mB = 500 g B

A

A B A BA

B

(y0)A = ?

(v0)A = 0 m/s

3 = ?

Part 1: Cons. of E

Part 2: Cons. of P and EPart 3: Cons. of E

(y1)A = 0 m

(v1x)A = ?

(v1x)B = 0 m/s

(v2x)A = ?

(v2x)B = ?

(y3)A = ?

(v3)A = 0 m/s

Page 17: CONSERVATION LAWS PHY1012F ENERGY Gregor Leigh gregor.leigh@uct.ac.za

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A 200 g steel ball on a 1 m-long string is pulled sideways until the string is at an angle of 45°, at which point it is released. At the very bottom of its swing it strikes a 500 g steel block resting on a frictionless table. To what angle does the ball rebound?

0 = 45°y

0

L = 1 m(y0)A = L – L cos0

½mA(v1)A2 + mAg(y1)A = ½mA(v0)A

2 + mAg(y0)A A

B

(y1)A = 0 m

(v1)A = ?

(y0)A = ?

(v0)A = 0 m/s

y0

½mA(v1)A2 + 0 = 0 + mAg(y0)A

= 2.40 m/s 1 0A A2v g y

= L(1 – cos0) = 0.293 m

Page 18: CONSERVATION LAWS PHY1012F ENERGY Gregor Leigh gregor.leigh@uct.ac.za

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A 200 g steel ball on a 1 m-long string is pulled sideways until the string is at an angle of 45°, at which point it is released. At the very bottom of its swing it strikes a 500 g steel block resting on a frictionless table. To what angle does the ball rebound?

mA(v1x)A + mB(v1x)B = mA(v2x)A + mB(v2x)B

(v1x)A = 2.40 m/s

(v1x)B = 0 m/s

(v2x)A = ?

(v2x)B = ?

A B BA

0.48 + 0 = 0.20(v2x)A + 0.50(v2x)B

½mA(v1)A2 + ½mB(v1)B

2 = ½mA(v2)A2 + ½mB(v2)B

2

0.57 + 0 = 0.10(v2)A2 + 0.25(v2)B

2

(2)

2 A2 B

0.48 0.20

0.50x

x

vv

substitute (1) into (2)…

(lots of algebra)

(v2)A = –1.03 m/s (or 2.40 m/s)

(1)

Page 19: CONSERVATION LAWS PHY1012F ENERGY Gregor Leigh gregor.leigh@uct.ac.za

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A 200 g steel ball on a 1 m-long string is pulled sideways until the string is at an angle of 45°, at which point it is released. At the very bottom of its swing it strikes a 500 g steel block resting on a frictionless table. To what angle does the ball rebound?

(v2)A = –1.03 m/s

(y2)A = 0 m

A

(v3)A = 0 m/s

(y3)A = ?

½mA(v3)A2 + mAg(y3)A = ½mA(v2)A

2 + mAg(y2)A

0 + mAg(y3)A = ½mA(1.03) 2 + 0

(y3)A = 0.054 m

3 = 18.9°

3 = ?

0

L = 1 m

y3

y

BA = L(1 – cos3)

Page 20: CONSERVATION LAWS PHY1012F ENERGY Gregor Leigh gregor.leigh@uct.ac.za

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ENERGY

Learning outcomes:At the end of this chapter you should be able to…

Define and use the concepts of kinetic and potential energy.

Use various pictorial representations to interpret problems involving the transformation of energy from one kind to another.

Apply the law of conservation of mechanical energy to solve mechanical problems in conservative systems, including (in conjunction with the law of conservation of momentum) problems involving elastic collisions.