elastic sheets are cool sheets madhav mani. what is an elastic sheet 3-d object 3-d object naturally...
TRANSCRIPT
Elastic Elastic SheetsSheets are cool are cool
Madhav ManiMadhav Mani
What is an elastic sheetWhat is an elastic sheet
3-D object3-D object Naturally flatNaturally flat Isotropic Isotropic HomogenousHomogenous Separation of scales…much thinner Separation of scales…much thinner
than it is widethan it is wide Valid for pretty much anything we Valid for pretty much anything we
would refer to as a sheet…paper, would refer to as a sheet…paper, clothes etc.clothes etc.
Outline of talkOutline of talk
Go through some theory about large Go through some theory about large deformations of an elastic sheet…deformations of an elastic sheet…The Fopple-von Karman equationsThe Fopple-von Karman equations
Some pretty picturesSome pretty pictures Discussion of finite element modelingDiscussion of finite element modeling Results (hmm..) Results (hmm..) What nowWhat now
TheoryTheory
Why is it so hard?Why is it so hard? When is it simpler?When is it simpler? Some basic Some basic
theory…theory…32hdzU
z
BB
B
hdzU SS 2
)()(3 stretchinghbendinghenergy
GaussGauss
Isometric transformations leave the Isometric transformations leave the Gaussian curvature invariantGaussian curvature invariant
Hence…Hence… But stretching is expensiveBut stretching is expensive But stretching is often localisedBut stretching is often localised
Time for some picturesTime for some pictures
Some scalingsSome scalings
Typical stretching strain:Typical stretching strain:
Typical bending strain:Typical bending strain:
Bending and stretching Bending and stretching comparable:comparable:
Gravity length, bending Gravity length, bending and stretching due to and stretching due to gravity:gravity:
EgREhgRh //
Rh /2/1)/( gEhRs
)1(12/
)/(23
3/1
EhB
ghBlg
So where are the folds coming So where are the folds coming from?from?
Energy minimizationEnergy minimization
Gravitational energy Gravitational energy ↓ as ↓ as azimuthal angle ↓ but since azimuthal angle ↓ but since inextensible folds↑ but then inextensible folds↑ but then energy spent in bendingenergy spent in bending
Hence there exists and Hence there exists and optimaloptimal
1/ glR
So how many folds do we So how many folds do we get?get?
So by doing the So by doing the balance of energies balance of energies above a bit more above a bit more carefully we can get carefully we can get that the optimal that the optimal wavelength wavelength
Hence the optimum Hence the optimum number of folds isnumber of folds is
4/14/3 Llg
4/13 )/( LlRn g
FEM modelingFEM modeling For For large deformationlarge deformation problem: the problem: the non-linearitynon-linearity
due to a due to a change in the geometrychange in the geometry of the body has of the body has to be considered in order to obtain a correct solutionto be considered in order to obtain a correct solution
Instead of the one-step solution found in linear Instead of the one-step solution found in linear problems, the non-linear problem is usually solved problems, the non-linear problem is usually solved iterativelyiteratively
The The loads are applied incrementallyloads are applied incrementally to the to the system, and at each step, the equilibrium equation: system, and at each step, the equilibrium equation: is solved by the Newton-Raphson methodis solved by the Newton-Raphson method
Because during the intermediate steps, the fabric is Because during the intermediate steps, the fabric is no longer a plate, no longer a plate, shell elementsshell elements are used in the are used in the formulationformulation
fqK
In specificIn specific
NlgeomNlgeom Largest number of maximum Largest number of maximum
incrementsincrements Smallest minimum step sizeSmallest minimum step size Stabilization effect-dissipating energy Stabilization effect-dissipating energy
fraction=0.00002fraction=0.00002 HomotopyHomotopy Shell elementsShell elements
Silver Lining!Silver Lining!
This project is very difficult: Non-This project is very difficult: Non-linear, non-local, sensitive to linear, non-local, sensitive to boundary conditionsboundary conditions
I am very glad I chose itI am very glad I chose it I am learning a lot about elasticity I am learning a lot about elasticity
theory and FEMtheory and FEM Who needs string theory!Who needs string theory!
Results (well…sort off)Results (well…sort off)
Following slides give a hint of the Following slides give a hint of the difficulties associated with the difficulties associated with the modeling that I have donemodeling that I have done
The reason I am doing this is The reason I am doing this is because it’s not complete and I have because it’s not complete and I have no results!no results!
Square Geometry (shell)Square Geometry (shell)
Geometric effectsGeometric effects
Table ClothTable Cloth
Clearly not in the regime where the Clearly not in the regime where the instability growsinstability grows
Solid element (quarter Solid element (quarter cirlce)cirlce)
Maybe it’s working…please please Maybe it’s working…please please workwork
Nope…have to use shellsNope…have to use shells
And it doesn’t work…butAnd it doesn’t work…but
So I have nothingSo I have nothing
Any suggestions?Any suggestions? Or questions?Or questions? On a positive note I conducted some On a positive note I conducted some
experiments and the scaling laws do experiments and the scaling laws do holdhold