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Deriving Plasticity from Physics? Sethna, Markus Rauscher, Jean-Philippe Bouchaud, Yor Limkumnerd Yield Stress Work Hardening Cell Structures Pattern Formation.

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Presentation on theme: "Deriving Plasticity from Physics? Sethna, Markus Rauscher, Jean-Philippe Bouchaud, Yor Limkumnerd Yield Stress Work Hardening Cell Structures Pattern Formation."— Presentation transcript:

1 Deriving Plasticity from Physics? Sethna, Markus Rauscher, Jean-Philippe Bouchaud, Yor Limkumnerd Yield Stress Work Hardening Cell Structures Pattern Formation Shock Formation? Hughes et al. Why?

2 What’s Weird about Plasticity? Messy Atomic Scale Physics Messy Dislocation Physics Simple Cell Structures Dislocations Messy Dislocation Tangles Simple Cell Structures Simple at Macro-scale Sharp Yield Stress Yield point rises to previous maximum But

3 Why a Continuum Theory? Microscopic  Continuum Dislocation Junction Formation Too Many Dislocations Want Continuum Theory Smear over Details Explain Why Walls Form! Analogues Hydrodynamics, elasticity Surface growth Crackling noise Rival continuum theories: either Fancy math, no dynamics, or Explicit yield & work hardening, no pattern formation, or Pattern formation, no yield stress Our model: Pattern formation, cells Emergent Yield stress Work hardening Derivation from symmetry Condensed-Matter Approach Scalar now, tensor coming…

4 Equations of Motion S ij  /  = h S ij  i  j  Scalar Theory  = total dislocation density (includes + and -) Most general equation of motion allowed by symmetry Rate independent t→stress  1 st order in S ij =  ij –  kk  ij  2 nd order in gradients,  Ignore antidiffusion term Yields 3D Burgers equation Tensor Theory Net dislocation density  ij =   t i  b j   (  ) (i = direction, j = Burgers vector) Dislocations can’t end:  i  ij =0 → Current J kl Peach-Koehler Force: J=D  (4) Closure  (4) ijkl =½(  ik  jl +  il  jk ) (General law J = D   /  t =  D 

5 How to Get Irreversibility: Shocks! Shocks form at local minima in  Shocks introduce irreversibility On unloading, shocks smear On reloading, reversible until  max Work hardening! Yield stress =  max  x 1D Burgers equation Strain  (t) oscillates: loads  and unloads  Cusps form when   Cusps flatten when  Reversible on reloading t  Cusps Scalar Theory: Bouchaud, Rauscher

6 Shocks in 3D: Cell Walls Hughes et al. Al  =0.6 Perp to stretchParallel to stretch Shocks form walls in 3D Shocks separate cells Figures: contours of S ij  i  j  Like cells in stage III, IV Real cells refine (shrink)  -1/2 Our cells coarsen (grow)  1/2 (1D)  extends into cells? Good Incorrect: fix w/tensor theory? Markus Rauscher: Cactus, FFTW, CTC Windows

7 Stress-Strain Curves from Symmetry S ij  ij /  = S ij G(S ,   ,      …) S ij   ij /   = g  S ij (  k  l     Assume strain in direction of applied deviatoric stress S ij General, nonlinear function G Second order in S, constant coefficients, 4th order in gradients, spatial average, one singular term dropped Looks Good; Needs 4 th order Gradient Stress-Strain: Inset g=(1+S^2/2) Scalar Theory: Bouchaud, Rauscher

8 Cell Wall Formation Tensor Theory: Yor Limkumnerd Yor’s simulation from yesterday! Six components of  ij in a one-dimensional simulation. Still tentative. Higher dimensions, finite elements in progress.

9 Stress Free? Cell Walls! Tensor Theory: Yor Limkumnerd Cell Wall, Grain Boundary: Dislocation Spacing d Stress Confined to region of width d Continuum Dislocations: d ~ b goes to zero: STRESS FREE WALLS LED: Cell Walls “minimize” Stress Energy (D. Kuhlmann-Wilsdorf) Precise reformulation: Plastic deformations in continuum limit confined to zero stress configurations Rickman and Viñals, Linear theory:  ij decays to stress-free state Yor: Any stress-free state writable as (continuous) superposition of flat cell walls Circular cell writable as straight walls

10 Stress Free? Vector Order Parameter! Tensor Theory: Yor Limkumnerd Dislocation density has six fields: Nine  ij  minus three:  i  ij = k i  ij = 0 Stress-free dislocation densities have three independent components (Yor):  ij (k) =    (k) E ij    (k) E ij    (k) E ij  (E ij   -k n  nim  j  m ) A=(A 1,A 2,A 3 ) transforms like a vector field (rotation axis) Vector field A(r) for a cell boundary is a jump Explains variations in cells where no dislocations! Twist Boundary

11 Cell Wall Formation Tensor Theory: Yor Limkumnerd Yor’s simulation from yesterday! Six components of  ij in a one-dimensional simulation. Still tentative. Higher dimensions, finite elements in progress.


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