sm lecture 22
TRANSCRIPT
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8/8/2019 Sm Lecture 22
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28/09/2006 2 SM lecture 22
Rotating Discs
A rotating disc is subjected to stress induced by centripetal acceleration.
Assume a thin disc. The radial and hoop stress are constant through the thickness and the outof plane stress z is zero.
Problem is axi-symmetric and the equilibrium of a small segment of the disc can be
considered. (Approach as for thick cylinders).
i.e.
R = centripetal force = = mr r r t r 2 2
= 2 2r t r
For equilibrium in radial direction:
( )
rr
r
d
drr r r t t r t r t r +
+ + =2
20
2 2
In the limit becomes:rd
drr
rr
+ + =
2 2 0 (1)
(When = 0, same as thick cylinder equation (1))
From thick cylinder equations (4) to (6), setting z=
0 gives:
( ) r rdu
dr E= =
1(u is rdirection displacement) (2)
( ) = = u
r Er
1(3)
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28/09/2006 3 SM lecture 22
( )
z rE
= + (4)
Eq (2) & (3) then gives:
r
du
dr
u
r
E= +
1 2(5)
= +
du
dr
u
r
E
1 2(6)
Substituting Eq (5) & (6) into Eq (1) gives:
( )d udr r
du
dr
u
r Er
2
2 2
2
21 10+ +
=
Solution of this differential equation takes the form:
( ) r
AB
rr= +
2
2 23
8(7)
and( )
= + +
AB
rr
2
2 21 3
8(8)
where A and B are constants found from boundary conditions.
Solid uniform thickness disc - no external pressure (0 rro)
B = 0 because if B 0, r and are infinite at r= 0 (See Eq 7 & 8).
At outside of disc, r = r0, r = 0
Gives from Eq 7, A =( )3
8
2
0
2+
r
from (7) : ( )
r
r r=+
3
8
2
0
2 2 (9)
and from (8) : ( ) ( )[ ]
= + +
2
0
2 2
8 3 1 3r r (10)
Max. stress at centre where r = 0
and( )
r r= =+3
8
2
0
2(11)
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28/09/2006 4 SM lecture 22
Uniform thickness disc with central hole - no internal or external pressure (rirr0)
Boundary conditions r = 0 at inner and outer edges i.e. at r= ri and at r= r0.
Substituting into Eq 7 gives A=( )
( )3
8
2 2
0
2+
+
r ri
and B =( )3
8
2
0
2 2+
r ri
Substituting A and B back into Eq 7 and 8 gives:
( )
r i
ir rr r
rr=
++
3
8
2 2
0
22
0
2
2
2(12)
and
( ) ( )
=
+
+ +
+
+
3
8
1 3
3
2 2
0
22
0
2
2
2
r r
r r
r rii
(13)
Max. r occurs at r r ri= 0
when( )
( )
r i
r rmax =+
3
8
2
0
2(14)
Max. occurs at r= ri
when
( ) ( )
( )
max =
+
+
+
3
4
1
3
2
0
2 2
r ri (15)