Environmental Engineering Reference
In-Depth Information
2
1
r
d
dr
Φ
1
r
d
d
Φ
σ
=
×
+
×
- Fz(r,
θ
)
r
2
θ
2
2
d
dr
Φ
σ θ
=
- Fy(r
,
θ
)
.
.
.(5.13)
2
2
1
r
d
d
Φ
- 1
r
d
drd
Φ
d
dr
1
d
d
Φ
τ
=
×
×
=
×
r
θ
2
θ
θ
r
θ
The.stress.function.Φ.seen.in.Chou.and.Pagano 6 .can.be.found.as.Equation.
(5.14):
.
Φ=.M.Ψ.
(5.14)
Here,. coeficient. M. has. a. constant. value. and. Ψ. is. a. geometrical. proile.
function.
In.Golfman, 7 .the.aviation.proile.Ψ.is.represented.by.Equation.(5.15).
..
λx 2 .-k(y-α).(y-β).=.0.
(5.15)
The.coeficient.of.proile.K.can.be.found.as:
2
27
16
λ
α β .
e
k
K
=
-
.
(5.16)
where:
e k. is.a.maximum.length.of.proile;
α.is.a.distance.from.exit.x.to.exit.edge;
β.is.a.distance.from.exit.x.to.entry.edge;
λ.is.the.coeficient.of.anisotropy.
Therefore,
G
G
yz
λ =
.
.represents.the.equation.for.the.skin.layers;.
(5.17)
xz
G yz ,.G xz .=.modulus.of.shear.in.xz,.yz.interlaminar.directions.
For. a. composite. carbon/iber. epoxy. sandwich. structure,. the. modulus. of.
shear.can.be.determined.as.Equation.(5.18).
s
h
G + G
G + G
xz
yz
λ =
.
h .
(5.18)
s
xz
yz
 
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