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stress surface as a function of the in-plane tilt angle and out-of-plane twist
angle.
Figure 2.22 shows a gray-scale plot dimensionless shear stress surface
as
a function of twist and tilt angles. In this plot, white corresponds to the local
maximum shear stress (
τ
τ
=
τ max
=
2.6) and black corresponds to the local
minima (
0.85). A good characterization of shear stress response
during shear startup is to consider the evolution from the three Miesowicz
director orientations toward the steady state (Han and Rey, 1994a-c). By
τ
=
τ max
=
3
1
1
2
S
U
S
U
0
-1
-3
-2
-1
0
1
2
3
Tilt angle,
θ
(a)
1
Er = 500
Er = 800
Er = 1000
0
-1
-2
-3
-4
-5
0
5
10
Strain
15
20
(b)
Figure 2.22 (a) Gray-scale visualization of the shear stress surface as a function of
the twist and tilt angles for N d . Light corresponds to local stress maxima and dark to
minima. U and S denote the unstable and stable orientation, respectively. Path 1: evolu-
tion from velocity direction to fl ow alignment produces 1 overshoot; path 2: from
velocity gradient to fl ow alignment produces monotonic change; path 3: from vorticity
direction to fl ow alignment produces 1 undershoot. (b) Scaled dimensionless shear
stress during fl ow-start up for three Ericksen numbers, with initial alignment at 60° to
fl ow direction. Overshoots, undershoots, and scaling are predicted. [Adapted from
Grecov and Rey (2003c) .]
 
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