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∂τ
yx
dy
∂
y
2
τ
yx
+
∂τ
zx
dz
∂
z
2
τ
zx
−
Y
dy
∂σ
xx
dx
∂
x
2
p
∂σ
xx
dx
∂
x
2
σ
xx
+
σ
xx
−
∂τ
zx
dz
∂
z
2
τ
zx
+
dz
∂τ
yx
dy
∂
y
2
τ
yx
−
dx
X
Z
FIGURE 3.19
The normal and shear stresses acting in the x-direction on a differential fluid element. The stres-
ses that act in the other Cartesian directions can be derived in a similar manner. Recall that only six of these stress
values are independent for momentum conservation.
Quantifying the stresses in the x-direction as a component of the total surface forces,
dydz
dydz
dxdz
1
@τ
1
@σ
xx
@
dx
2
2
@σ
xx
@
dx
2
dy
2
yx
dF
sx
5
σ
2
σ
1
τ
xx
xx
yx
x
x
@
y
dxdz
dxdy
dxdy
2
@τ
yx
@
dy
2
1
@τ
dz
2
1
@τ
dz
2
zx
zx
2
τ
1
τ
2
τ
ð
3
:
56
Þ
yx
zx
zx
y
@
z
@
z
dxdydz
x
1
@τ
yx
@σ
y
1
@τ
xx
zx
5
@
@
@
z
Using a similar analysis for each of the remaining two directions and assuming that the
gravitational force is the only body force, the total force in each direction becomes
dxdydz
x
1
@τ
yx
1
@σ
y
1
@τ
xx
zx
dF
x
dF
bx
dF
sx
5
ρ
g
x
5
1
@
@
@
z
dxdydz
1
@τ
xy
@
x
1
@σ
yy
y
1
@τ
zy
dF
y
dF
by
dF
sy
5
ρ
g
y
5
1
ð
3
:
57
Þ
@
@
z
dxdydz
x
1
@τ
yz
1
@τ
y
1
@σ
xz
zz
dF
z
dF
bz
dF
sz
5
ρ
g
z
5
1
@
@
@
z
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