Civil Engineering Reference
In-Depth Information
From this, the differential equation is
d
2
y
dx
2
1
q
¼
S
y
E
J
;
ð
3
:
17
Þ
where q stands for the radius of curvature. With the abbreviation
r
S
E
J
x ¼
in (
3.17
), it is
y
00
¼ y
x
2
:
ð
3
:
18
Þ
The trial solution for this differential equation is
y ¼ c
1
e
x
x
þ
c
2
e
x
x
ð
3
:
19
Þ
with the deviations
y
0
¼ x
ð
c
1
e
x
x
c
2
e
x
x
Þ
y
00
¼ x
2
ð
c
1
ð
3
:
20
Þ
e
x
x
þ
c
2
e
x
x
Þ:
The boundary conditions are
for x ¼ 0
y ¼ 0
y
00
¼ 2
=
D
for x ¼ x
0
because at the point x
0
, the radius of curvature of the tape is equal to the radius
R = D/2 of the sheave in the middle of the tape. From the boundary conditions we
get the constants
2
D
x
2
ð
e
x
x
0
e
x
x
0
Þ
:
c
1
¼
c
2
¼
With these constants and (
3.19
) and (
3.20
), the equations of the bending line
and its deviations are
2
D
x
2
sinh xx
sinh xx
0
y ¼
D
x
cosh xx
2
y
0
¼
ð
3
:
21
Þ
sinh xx
0
y
00
¼
2
D
sinh xx
sinh xx
0
:
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