Structures and universality:
Rough solutions in geometric analysis and
the calculus of variations.
AMS Sectional meeting, Raleigh November 12, 2016
Shankar Venkataramani
Alan Newell
Toby Shearman
Dislocation
Energy driven pattern formation
Heated from below
Cooled from above
E
=
Z
W
(
Du
) +
✏
2
Z
F
(
D
2
u
)
Part I
convection rolls and pattern
formation
Pr = 1.4
courtesy of Eberhard Bodenschatz
From W. Meevasana and G. Ahlers,
θ
Line vs. point defects
Concentration of Energy
Convex and Concave Disclinations
From J. Liu and G. Ahlers,
Phys. Rev. E 55, 6950 (1997).
Twist
A Dislocation
Image Courtesy J. Lega
Square: Smooth function
θ
1(
x, y
)
Circle: Smooth function
θ
2(x, y)
Overlap:
∃
ϵ
∈
{
1
,
−
1
}
k
∈
Z
Identify
The “phase” space
“Tangent” bundle of the phase space
Symmetry allows more ”freedom” for directors
Vectors vs. directors
Defect solutions and effective energies
Basic field is
k
= “
r
✓
”.
E
↵
ective energy:
Analogy with Mumford-Shah functional. Sum of bulk part, line energy and
point defect energy.
Quantization:
r ⇥
k
=
X
i
⇡
d
i z
iPart II
N
(
p
)
·
d
r
(
p
) = 0
I
≡
ds
2
=
d
r
(
p
)
·
d
r
(
p
)
Geometry: The Gauss Normal map
p
x
y
u
v
w
Φ
Elastic energy of a thin sheet
E
=
!
∥
γ
∥
2
+
ϵ
2
∥
κ
∥
2
κ
= ˆ
n
·
D
2
Φ
γ
= (
D
Φ
)
T
·
D
Φ
−
g
Stretching energy
Bending energy
Elastic energy
E
t
[ ] =
S
[ ] +
t
2
B
[
H, K
]
=
Z
⌦
Q
( )
dxdy
+
t
2
Z
⌦
(4
H
2
2
K
)
dxdy,
Lewicka and Pakzad (2011).
–limit:
lim
t
!
0
t
2
E
t
=
(R
⌦
(4
H
2
2
K
)
dxdy
2
W
2
,
2
iso
+
1
otherwise
x
y
u
v
w
ΦImmersion
:
⌦
!
R
3
of the center surface.
Reference Riemannian metric
g
.
Hilbert’s Theorem
I
Hilbert (1901): In
E
3there is no complete, analytic surface
of constant negative curvature.
I
Efimov (1968): In
E
3there is no complete,
C
2surface with
curvature
K
c <
0
.
I
Nash (1954): In
E
3there exist complete,
C
1surfaces with
K
c <
0
“Theorem” (A Quantitative Hilbert’s Theorem (TS, SV))
For the elastic energy given previously,
i)
inf
C1,1
E
.
exp
R
1/2
ii)
inf
What is a C^{1,1} solution?
Solutions:
Small slopes approximation:
det(
⇥⇥
w
) = 1
w
=
1
2
⇣
ax
2
y
a
2⌘
.
4
see Fig. 4(e-f). Note that, if a hyperbolic surface is C2, every point is locally a (regular) saddle (as in Fig. 4(a)) and there-fore cannot contain branch points. Non-C2 immersions are therefore qualitatively di↵erent from C2 immersions in that
they admit 3-saddles (“monkey saddles”) and higher order saddles, which can mediate a local refinement of the buckling wavelength (See Fig. 5).
FIG. 4. (a-b) Small slope isometric immersions w0
4(x1, x2) and
w04(x1, x2) for constant Gaussian curvature K = 1. w04(x1, x2) is
con-structed by taking odd periodic reflections of the piece of w0
4(x1, x2)
bounded between the green lines. The mesh on both of these sur-faces correspond to their asymptotic lines. (c-d) Projection of the asymptotic lines of w0
4(x1, x2) and w04(x1, x2) onto the x1, x2 plane.
(e-f) Direction of the gradient rw along circles centered at the ori-gin. The regular saddle in (a) corresponds to a gradient field with winding number -1, so the gradient map is 1 to 1. The 4-saddle in (b) has winding number -3, so the gradient map is a 3 sheeted covering near the origin.
Multiple branch points can be introduced on the surface by replicating the above process at any point, not just the origin. For example, consider the surface w02(x1, x2) = x1x2 which is
ruled by the asymptotic lines x1, x2 = const. A branch point
can be added at (x1, x2) = (1/ p2, 1/ p2) by removing the
sec-tor x1, x2 1/ p2 and in this region fitting three rotated and
translated copies of w06(x1, x2) = x2(x1 p3x2) so that the
resulting surface has continuous partial derivatives across the cut; see Fig 5(a). Three more branch points b2,1, b2,2, b2,3 at a radial distance of 1/4 from b1,1 can be added along rays
emanating from b1,1 that bisect the lines of inflection; see Fig
5(b). This construction can be continued so that at the n-th it-eration 3n new branch points are added at a radial distance of (1/2)n from the previous branch points. The surface w(x1, x2)
formed in the limit n ! 1 is a fractal with an infinite number of subwrinkles in the region x1 0, x2 0, x21 + x22 1, and
it satisfies [w, w] = 1. The solution can be extended by odd
periodic reflections to give a small-slopes isometric immer-sion of the unit disk with K = 1. To illustrate the wrinkling
behavior near the edge we map w to a strip geometry through a conformal map h[x + iy] = w[ex+iy]; see Figs. 5(c-d).
FIG. 5. Finite bending energy solutions to the Monge-Ampere equa-tion [w0,w0] = 1. (a) Three subwrinkle solution created by
insert-ing three rotated and translated copies of the solution w0
6(x1, x2) =
x2(x1 p3x2) onto the solution w0
2(x1, x2) = x1x2 at a branch point.
(b) Nine subwrinkle solution created by inserting nine copies of
w0
12(x1, x2) = x2(x1 (2 +
p
3)x2) at three branch points added onto the three subwrinkle solution. (c) Extension of the nine subwrinkle solution to the full circular domain. (d) The nine subwrinkle solution mapped to the strip geometry by a conformal map.
The existence of self-similar isometric immersions has im-plications to the modeling of non-Euclidean elastic sheets. As for the strip with = 1, the solution w02(x1, x2) is
har-monic yet the extension of w02(x1, x2) to an exact
isomet-ric immersion has divergent bending energy for R ' 1.25
with the bending content concentrated near the singular point
x1 = x2 ⇡ 1.25/ p2 [22]. We can isometrically immerse disks
with larger R by a global refinement of the wavelength i.e taking n > 2. These solutions increase the bending energy
globally. An energetically favorable alternative might be to introduce a branch point in the n = 2 solution near the
singu-lar point, and locally refining the wavelength instead. Indeed, numerics for = 1/3 in the strip geometry indicate that, even
within the small slopes approximation, localized self similar wrinkling profiles may be energetically preferred over global refinement of the wavelength [2, 23].
Crumpled sheets have an energy scale t5/3 which is inter-mediate between the stretching and bending energies [32, 33]. In contrast, the existence of W2,2 isometric immersions for
Index of a branch point
C
2
isometries are not
dense in
W
2,2
isometries!
Geodesics and Asymptotic lines: C
2
surfaces
Piecewise quadratic surfaces
w
(x, y
) =
(
xy
y
2
cot(✓
+
))
0
✓
✓
+
xy
+
y
2
cot(✓
))
✓
✓
0
Let us consider solutions of det(D
2
w
) =
1
w
is
C
1
,
1
.
All the straight lines
through any point
lie in a common plane.
Gemmer, J., Sharon, E., Shearman, T. & Venkataramani, S. C., Isometric immersions, energy
Construction of
C
1
,
1
Isometries
Lelieuvre Formulae:
I
Using these connections between
r
and
N
, restricting
ourselves to
K
=
1
surfaces:
N
uv⇥
N
= 0
I
Equivalently
(
N
⇥
N
u)
v+ (
N
⇥
N
v)
u= 0
and
r
u=
N
u⇥
N , r
v=
N
v⇥
N
Distributional Sine-Gordon equation
!
=
v
dv
u
du
d!
=
uv
du
^
dv
Intrinsic form of Sine-Gordon:
d
!
= sin( )
du
^
dv
On an appropriate covering space:
uv
“ = ” sin( )
2⇡
X
i
Optimal control for Coupled Pendulums
Minimize
k
⇡2k1
on the unit square [0
,
1]
2over solutions of
uv=
2sin .
For a simple pendulum,
the minimum scales
⇡