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Peipei Li - Civil Engineering [email protected] Shule Hou - Civil Engineering [email protected] Jiaqi Qu - Civil Engineering [email protected] Coupled Atomistic and Discrete Dislocation method (CADD)

Peipei Li - Civil Engineering [email protected] Shule Hou - Civil Engineering [email protected] Jiaqi Qu - Civil Engineering [email protected] Coupled Atomistic

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Page 1: Peipei Li - Civil Engineering pl474@cornell.edu Shule Hou - Civil Engineering sh983@cornell.edu Jiaqi Qu - Civil Engineering jq57@cornell.edu Coupled Atomistic

Peipei Li - Civil Engineering [email protected]

Shule Hou - Civil Engineering [email protected]

Jiaqi Qu - Civil Engineering [email protected]

Coupled Atomistic and Discrete Dislocation method(CADD)

Page 2: Peipei Li - Civil Engineering pl474@cornell.edu Shule Hou - Civil Engineering sh983@cornell.edu Jiaqi Qu - Civil Engineering jq57@cornell.edu Coupled Atomistic

Topics Background What is CADD Model of CADD

1D Model 1D Model Example

Implementation How to run the code Results

Page 3: Peipei Li - Civil Engineering pl474@cornell.edu Shule Hou - Civil Engineering sh983@cornell.edu Jiaqi Qu - Civil Engineering jq57@cornell.edu Coupled Atomistic

Background • Some phenomena (dislocation nucleation, cross-slip,

crack formation and growth) involving plastic deformation and fracture of ductile materials are intrinsically atomistic.

• Atomistic studies are usually unable to address large-scale deformation except with supercomputers.

• So multi-scale methods are introduced in which certain key regions are modeled atomistically while most of the domain is treated with an approximate continuum model(such as FEM) and able to reduce computational cost.

Page 4: Peipei Li - Civil Engineering pl474@cornell.edu Shule Hou - Civil Engineering sh983@cornell.edu Jiaqi Qu - Civil Engineering jq57@cornell.edu Coupled Atomistic

What is CADD• Coupled atomistic and discrete dislocation

method(CADD)

• CADD is one of the multi-scale methods.

• CADD minimizes the number of atoms and replaces atomic degrees of freedom by continuum DOFS describing the continuum elastic displacements and the dislocation lines with little or no loss of accuracy.

Page 5: Peipei Li - Civil Engineering pl474@cornell.edu Shule Hou - Civil Engineering sh983@cornell.edu Jiaqi Qu - Civil Engineering jq57@cornell.edu Coupled Atomistic

Model of CADD • Ⅰ: contain all the singularities and discontinuities

(Discrete dislocation)

• Ⅱ: smooth, continuous and ideally suited to FE

(Linear elastic body bvp)

• Ⅲ: atomistic region

Page 6: Peipei Li - Civil Engineering pl474@cornell.edu Shule Hou - Civil Engineering sh983@cornell.edu Jiaqi Qu - Civil Engineering jq57@cornell.edu Coupled Atomistic

• Pad: • Passing of dislocations

• Ensure that real atoms at and near the interface are properly coordinated

• Mitigate the effect of the free surface that would be created on the atomistic region during the cutting process

Model of CADD

Page 7: Peipei Li - Civil Engineering pl474@cornell.edu Shule Hou - Civil Engineering sh983@cornell.edu Jiaqi Qu - Civil Engineering jq57@cornell.edu Coupled Atomistic

1D Model• The total potential energy of CADD:

• Where is the energy functional for chain of atoms,

is the total continuum energy.

• Where k1 is the stiffness for first-neighbour interaction, k2 is the stiffness for second –neighbour interactions.

Page 8: Peipei Li - Civil Engineering pl474@cornell.edu Shule Hou - Civil Engineering sh983@cornell.edu Jiaqi Qu - Civil Engineering jq57@cornell.edu Coupled Atomistic

1D Model• The total potential energy of CADD:

• Where is the energy functional for chain of atoms,

is the total continuum energy.

• Where kc is the effective stiffness for the element.• For a proper value for kc in a state of uniform

deformation,

Page 9: Peipei Li - Civil Engineering pl474@cornell.edu Shule Hou - Civil Engineering sh983@cornell.edu Jiaqi Qu - Civil Engineering jq57@cornell.edu Coupled Atomistic

1D Model Example• A chain of 101 atoms,• The displacement of

atom 0 is fixed,• A force f =1 applied to

atom 100,• K1=1,K2=1,Kc=6,

• Interface I = 50,

• Considering inhomogeneous deformation, apply additional force of magnitude f = 0.1 to atoms/nodes I-2, I-1, I.

• The distance a between atoms is constant, the value is 1.

Page 10: Peipei Li - Civil Engineering pl474@cornell.edu Shule Hou - Civil Engineering sh983@cornell.edu Jiaqi Qu - Civil Engineering jq57@cornell.edu Coupled Atomistic

1D Model Example• Using MATLAB to solve this problem,

[K]{d}={ f }

Ka: Stiffness of atoms part Kc: Stiffness of continuum part

Page 11: Peipei Li - Civil Engineering pl474@cornell.edu Shule Hou - Civil Engineering sh983@cornell.edu Jiaqi Qu - Civil Engineering jq57@cornell.edu Coupled Atomistic

1D Model Example

W A Curtin and Ronald E Miller

Atomistic/continuum coupling

in computational materials science

46 47 48 49 50 51 52 53 540.1

0.15

0.2

0.25

Str

ain

Atom/Node Number

Point Force at Interface: FE solution

Our MATLAB solution

Page 12: Peipei Li - Civil Engineering pl474@cornell.edu Shule Hou - Civil Engineering sh983@cornell.edu Jiaqi Qu - Civil Engineering jq57@cornell.edu Coupled Atomistic

We get the code package from

http://qcmethod.org/

(This website serves as a clearinghouse

for multi-scale method-related

information.)

Unzipped the package

Download the terminal(Cygwin under windows)

Implementation

Page 13: Peipei Li - Civil Engineering pl474@cornell.edu Shule Hou - Civil Engineering sh983@cornell.edu Jiaqi Qu - Civil Engineering jq57@cornell.edu Coupled Atomistic

How to run the code

Commands:% cd ~/QC/GB-example% Make QCCOMPILER=gnu

(gFortran compiler)

After compile, we'll get executable—gb.

Use commands% cd ~/QC/GB-example/Shear%../gb<gb_shear.in>gb_shear.out

Run gb, we’ll get outputs.

Finally, we need some tools to visualize the

outputs. Here we used Tecplot to get the plots

and even videos.

Page 14: Peipei Li - Civil Engineering pl474@cornell.edu Shule Hou - Civil Engineering sh983@cornell.edu Jiaqi Qu - Civil Engineering jq57@cornell.edu Coupled Atomistic

Example• This example builds an Al bi-crystal consisting of two

face-centered cubic (fcc) crystals separated by a (111) twin plane.

• The twin plan has a step,

the height of which is

equal to three (111)

interplanar spacings.• The bi-crystal is subjected

to an increasing uniform

shear which causes the

twin boundary to migrate

in the direction perpendicular

to the twin plane.

Page 15: Peipei Li - Civil Engineering pl474@cornell.edu Shule Hou - Civil Engineering sh983@cornell.edu Jiaqi Qu - Civil Engineering jq57@cornell.edu Coupled Atomistic

Code: FEM part• The example presented here uses three-node linear elements with

one Gauss point at the centroid of each element. The iso-parametric formulation is used.

• A utility routine that can be used

by the user_mesh routine to generate

regular or symmetric meshes.• Eg. Set SymmetricMesh=.true, We get

the finite mesh for the continuum

region as:

The element, local node numbering and shape functions

Page 16: Peipei Li - Civil Engineering pl474@cornell.edu Shule Hou - Civil Engineering sh983@cornell.edu Jiaqi Qu - Civil Engineering jq57@cornell.edu Coupled Atomistic

Results • Final mesh Final mesh in atom shape

• Video

Page 17: Peipei Li - Civil Engineering pl474@cornell.edu Shule Hou - Civil Engineering sh983@cornell.edu Jiaqi Qu - Civil Engineering jq57@cornell.edu Coupled Atomistic

Thank you !