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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