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1. The two small 0.2-kg sliders are connected by a light rigid bar and are constrained to move without friction in the circular slot. The force P=12 N is constant in magnitude and direction and is applied to the moving slider A. The system starts from rest in the position shown. Determine the speed of slider A as it passes the initial position of slider B if (a) the circular track lies in a horizontal plane and if (b) the circular track lies in a vertical plane. The value of R is 0.8 m. 1 2 1 2 1 2 2 1 e e g g V V V V T T U s m v v m / 1 . 8 2 1 2 8 . 0 30 sin 12 8 . 0 30 cos 12 2 2 2 2 . 0 Nothing changes. a) In horizontal plane b) In vertical plane Reference line for part (b)

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1. The two small 0.2-kg sliders are connected by a light rigid bar and are constrained to

move without friction in the circular slot. The force P=12 N is constant in magnitude and

direction and is applied to the moving slider A. The system starts from rest in the

position shown. Determine the speed of slider A as it passes the initial position of slider

B if (a) the circular track lies in a horizontal plane and if (b) the circular track lies in a

vertical plane. The value of R is 0.8 m.

12121221 eegg VVVVTTU

smv

vm

/1.8

2

128.030sin128.030cos12

2

2

2

2.0

Nothing changes.

a) In horizontal plane

b) In vertical plane

Reference line for part (b)

2. Determine the constant force P required to cause the 0.5 kg slider to have a speed v2 = 0.8 m/s

at position 2. The slider starts from rest at position 1 and the unstretched length of the spring of

modulus k = 250 N/m is 200 mm. Neglect friction.

l1 l2

Reference line1

2

m=0.5 kg v2 = 0.8 m/s rest at position 1 and k = 250 N/m lo=200 mm

h2=0.2sin15=0.052 m

Length of cable

1

2

12121221 eegg VVVVTTU

ml 472.025.04.0 22

1

ml 32.025.02.0 22

2

Work by the cable

PPlPU 152.032.0472.021

222

2

1

2

22

2

2

2.025.02502

12.045.0250

2

1052.081.95.08.05.0

2

1152.0

2

1

2

1

2

1152.0

P

xkxkmghmvP

P=52.07 N

3. The 2 kg collar is released from rest at A and

slides down the inclined fixed rod in the vertical

plane. The coefficient of kinetic friction is 0.4.

calculate (a) the velocity v of the collar as it strikes

the spring and (b) the maximum deflection x of the

spring.

FBD of Collar

Motion

x

y

mg

N

Ff=mkN

N...NFN.N

cosmgNF

kf

y

924381930819

0600

m

(a) the velocity v of the collar as it strikes the spring

N.Ff 9243

(b) the maximum deflection x of the spring.

1

2

3Reference

12121221 eegg VVVVTTU

s/m.v

sin..v..

5562

6050819222

1509243

2

2

2

23232332 eegg VVVVTTU

0533606613800

16002

160819255622

2

19243

2

22

.x.x

xsinx..x.

x

m.x.

....x max, 09890

080

09890

8002

533680040661306613 2

21

4. The 1.2 kg slider is released from rest in position A and slides without friction

along the vertical-plane guide shown. Determine (a) the speed vB of the slider as it

passes position B and (b) the maximum deflection d of the spring.

m=1.2 kg determine vB and the maximum deflection d of the spring.

1

2

3

d

12121221 eegg VVVVTTU

a)

13131331 eegg VVVVTTU

b)

Datum

smv

mgmvVT g

/396.9

05.42

10

2

2

212

mmm

kmgmgVVV egg

2.540542.0

0240002

15.481.92.15.181.92.1

02

15.45.10

2

2

313

d

d

d

5. The light rod is pivoted at O and carries the 2- and 4-kg particles. If the rod is

released from rest at q =60o and swings in the vertical plane, calculate (a) the

velocity v of the 2 kg particle just before it hits the spring in the dashed position and

(b) the maximum compression x of the spring. Assume that x is small so that the

position of the rod when the spring is compressed is essentially horizontal.

released from rest at q =60o (a) the velocity v of the 2 kg particle just before it hits the spring in the dashed position and

(b) the maximum compression x of the spring.

12

Reference

3 (maximum compression)

22211121 0 egeg VVTVVTU

22 22

14

2

160sin45.081.9260sin3.081.94 BA vv

a) 222111 egeg VVTVVT

A

B

45.03.0 BBAA rvrv smvsrad B /16.1/58.2

2

max

350002

160sin45.081.9260sin3.081.94 xk

b) 333111 egeg VVTVVT

mmmx 07.1201207.0max

6. Two springs, each of stiffness k=1.2 kN/m, are of equal length and undeformed

when q =0. If the mechanism is released from rest in the position q =20o, determine

its angular velocity ሶ𝜃 when q =0. The mass m of each sphere is 3 kg. Treat the spheres

as particles and neglect the masses of the light rods and springs.

k=1.2 kN/m, are of equal length and undeformed when q =0. mechanism is

released from rest when q =20o, determine ሶ𝜽 when q =0. m =3 kg.

Reference line

Ref.

22211121 0 egeg VVTVVTU

1

2

l1

l2

m

ml

m

ml

056.0225.041.0

41.055sin25.02

0668.0287.0225.0

287.035sin25.02

1

2

1

1

d

d

We ignore the equal and opposite potential energy changes for masses (a) and (b).

a

b

c

22

1

2

1

2

11

056.012002

10668.01200

2

120cos25.081.93

2

1

2

120cos25.0

E

kkmgE dd

25.025.032

13

2

2

2 mgE

v

q

sradEE /22.421 q

7. The two right-angle rods with attached spheres are released from rest in the

position q = 0. If the system is observed momentarily come to rest when q = 45°,

determine the spring constant k. The spring is unstretched when q =0. Treat the

spheres as particles and neglect friction.

released from rest when q = 0. System is momentarily stationary

when q = 45°, determine the spring constant k. Spring is unstretched

when q =0.

1

2

Reference

180 mm

60 mm

a

oa 56.7160

180tan

a

22211121 0 egeg VVTVVTU

45oa

71.5645=26.56o From conservation of energy:

mx 219.006.056.26cos1897.022

2219.02

156.26sin1897.081.92218.081.922 k

Deformation of spring in Case 2:

k=155.7 N/m

8. The light quarter-circular rod is pivoted at O and carries the 3 kg particle. When the

system is released from rest at the position (1), it moves to position (2) under the action

of the constant force F=250 N applied to the cable. The spring of stiffness k=1500 N/m has

an unstretched length of 200 mm. Calculate the speed of the particle and the angular

velocity of the circular rod as the particle passes the position (2).

9. The 0.6-kg slider is released from rest at A and slides down the smooth parabolic

guide (which lies in a vertical plane) under the influence of its own weight and of the

spring of constant 120 N/m. Determine the speed of the slider as it passes point B

and the corresponding normal force exerted on it by the guide. The unstretched

length of the spring is 200 mm.

Work and Energy Principle

1

Datum2

smv

v

VVTVVT

VVVVTTU

egeg

eegg

/92.5

2.025.01202

16.0

2

12.05.025.0120

2

15.081.96.0

2

22

2

222

222111

12121221

Newton’s Second Law (Normal&Tangential Coordinates)

NN

.

......N

vmmgFNmaF

m.

dx

yd

dx

dy

dx

yd,x

dx

dyxy

k.k.kxy:guideparabolicofEquation

springnn

/

/

x

84

250

925608196020250120

2504

011

4042

25050

22

23

2

2

232

2

2

0

2

22

FBD of slider (at point B)

+t

+n

Fspring mg

N

10. Calculate the horizontal velocity v with which the 20 kg carriage must strike the spring

in order to compress it a maximum of 100 mm. The spring is known as a “hardening”

spring, since its stiffness increases with deflection as shown in the accompanying graph.

smvxxv

dxxxvVT

VVVVTTU

e

eegg

/38.203

205100010

010002010202

10

1

1.0

0

322

1

1.0

0

22

121

12121221

12

v1