![](https://cv01.studmed.ru/view/a65212e1182/bg1b.png)
Green’s Functions 15
0.2 0.4 0.6 0.8
1
–0.2
–0.1
0.1
0.2
Figure 1.7. Green’s function for the point-loaded string when ξ = 0.25.
Observe the symmetry, g(x,ξ) =g(ξ , x), for this case. The differential
equation represents the deflection of a string under tension subjected
to a distributed vertical load, f (x). With a = 0andb = 1, we have
plotted the Green’s function in Fig. 1.7 for ξ =0.25.
Figure1.7showsthedeflectionofthestringundera concentra ted
unit load at x =ξ . The Green’s function g(x,ξ) satisfies
d
2
g(x,ξ)
dx
2
=δ(x −ξ), g(0,ξ)= g(1,ξ)= 0. (1.71)
With ξ as a parameter, and the delta-function zero for x <ξ and for
x>ξ,wecansolveEq.(1.71)intwoparts.Ifu
1
and u
2
represent
the left and right solutions which satisfy homogeneous equations, we
can satisfy the left boundary condition by choosing the constants of
integration to have u
1
(0) = 0. Similarly, we can choose u
2
to have
u
2
(1) =0.
g(x,ξ)= Au
1
(x) =Ax, x <ξ, (1.72)
g(x,ξ)= Bu
2
(x) =B(1 −x), x >ξ. (1.73)
Integrating Eq. (1.71) from ξ − to ξ +,wefind
lim
→0
dg
dx
(ξ +,ξ)−
dg
dx
(ξ −,ξ)
=1. (1.74)