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Local polarization dynamics in ferroelectric materials

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Rep. Prog. Phys. 73 (2010) 056502<br />

field. It <strong>in</strong>volves a complex coupl<strong>in</strong>g of long-range<br />

electromechanical <strong>in</strong>teractions <strong>in</strong> a highly <strong>in</strong>homogeneous<br />

and nonequilibrium system. Analytical solutions for the<br />

spatial and temporal distributions of <strong>polarization</strong>, electric field<br />

and stress dur<strong>in</strong>g switch<strong>in</strong>g under PFM are generally not<br />

possible although semi-analytical solutions for the <strong>polarization</strong><br />

distributions correspond<strong>in</strong>g to the critical states or stable states<br />

have been attempted, as summarized <strong>in</strong> sections 3 and 4. To<br />

better understand the <strong>polarization</strong> switch<strong>in</strong>g mechanisms <strong>in</strong><br />

PFM, a number of efforts to model the <strong>polarization</strong> evolution<br />

process us<strong>in</strong>g the phase-field method [65, 263, 295, 350, 388,<br />

389] have been attempted. One of the ma<strong>in</strong> advantages for<br />

the phase-field method is the fact that one is able to model the<br />

temporal/spatial evolution of arbitrary doma<strong>in</strong> morphologies<br />

under an applied electric field without explicitly track<strong>in</strong>g the<br />

positions of doma<strong>in</strong> walls. Secondly, the <strong>in</strong>homogeneous<br />

electric field and stress field distributions accompany<strong>in</strong>g the<br />

<strong>polarization</strong> switch<strong>in</strong>g are readily available. Furthermore, the<br />

effect of structural defects such as gra<strong>in</strong> boundaries, surfaces,<br />

dislocations and random defects can be <strong>in</strong>corporated without<br />

significantly <strong>in</strong>creas<strong>in</strong>g the computational time. Phase-field<br />

models have previously been applied to doma<strong>in</strong> evolution<br />

dur<strong>in</strong>g <strong>ferroelectric</strong> phase transitions and doma<strong>in</strong> switch<strong>in</strong>g,<br />

effect of random defects and dislocations, as well as stra<strong>in</strong><br />

effect on transition temperatures and doma<strong>in</strong> structures <strong>in</strong> th<strong>in</strong><br />

films [390].<br />

5.1. Phase-field method<br />

Dur<strong>in</strong>g <strong>polarization</strong> switch<strong>in</strong>g the <strong>polarization</strong> distribution<br />

is always <strong>in</strong>homogeneous, i.e. it depends on the spatial<br />

positions. In the phase-field approach, one employs the<br />

spatial distribution of local spontaneous <strong>polarization</strong> P (x) =<br />

(P 1 (x), P 2 (x), P 3 (x)) to describe a doma<strong>in</strong> structure. Us<strong>in</strong>g<br />

the free energy for the unpolarized and unstra<strong>in</strong>ed crystal as<br />

the reference, the local free energy density as a function of<br />

stra<strong>in</strong> and <strong>polarization</strong> us<strong>in</strong>g the Landau–Devonshire theory<br />

of <strong>ferroelectric</strong>s is<br />

f bulk (ε(x), P (x)) = 1 2 α ij P i (x) P j (x)<br />

+ 1 4 γ ij klP i (x) P j (x) P k (x)P l (x)<br />

+ 1 6 ω ij klmnP i (x)P j (x) P k (x)P l (x)P m (x)P n (x) + ···<br />

1<br />

2 c ij klε ij (x) ε kl (x) − 1 2 q ij klε ij (x)P k (x)P l (x), (5.1)<br />

where α ij , γ ij kl and ω ij klmn are the phenomenological Landau<br />

expansion coefficients and c ij kl and q ij kl are the elastic<br />

and electrostrictive constant tensors, respectively. All the<br />

coefficients are generally assumed to be constant except<br />

α ij which is l<strong>in</strong>early proportional to temperature, i.e. α ij =<br />

αij o (T − T o), where T o is the Curie temperature.<br />

It should be noted that the coefficients <strong>in</strong> equation<br />

(5.1) correspond to zero stra<strong>in</strong> while experiments are usually<br />

conducted at zero stress. In order to use the <strong>materials</strong><br />

constants and Landau coefficients from stress-free conditions,<br />

we rewrite the free energy for zero stress. One first obta<strong>in</strong>s<br />

the spontaneous stra<strong>in</strong>, i.e. the stra<strong>in</strong> or crystal deformation at<br />

zero stress,<br />

ε o ij (P k) = 1 2 s ij mnq mnkl P k P l = Q ij kl P k P l , (5.2)<br />

S V Kal<strong>in</strong><strong>in</strong> et al<br />

where Q ij kl are the electrostrictive coefficients measured<br />

experimentally. Substitut<strong>in</strong>g the spontaneous stra<strong>in</strong> from<br />

equation (5.2) for the stra<strong>in</strong> <strong>in</strong> equation (5.1), we have the<br />

free energy at zero stress as<br />

g bulk (P(x)) = 1 2 α ij P i (x)P j (x)<br />

+ 1 4 γ ij ′<br />

kl P i(x)P j (x)P k (x) P l (x)<br />

+ 1 6 ω ij klmnP i (x)P j (x) P k (x)P l (x)P m (x)P n (x) + ···, (5.3)<br />

where the α ij and ω ij klmn rema<strong>in</strong> the same for zero stress as<br />

for zero stra<strong>in</strong>, but γ ij kl at constant stra<strong>in</strong> is changed to γ<br />

ij ′<br />

kl at<br />

zero stress with<br />

γ ′<br />

ij kl = γ ij kl − 2c mnop Q mnij Q opkl . (5.4)<br />

The free energy at zero stra<strong>in</strong> and that at zero stress are<br />

related by<br />

f bulk<br />

(<br />

εij (x), P (x) ) = g bulk (P(x)) + f elast<br />

(<br />

Pi (x) ,ε ij (x) ) ,<br />

where<br />

(<br />

f elast P(x), εij (x) ) = 1 2 c (<br />

ij kl εij (x) − εij o (x))<br />

× ( ε kl (x) − εkl o (x)) . (5.5)<br />

For a doma<strong>in</strong> structure, the electrostatic energy conta<strong>in</strong>s<br />

contributions from an external applied field E ex , the energy due<br />

to <strong>in</strong>homogeneous <strong>polarization</strong> distribution δP i (x) = P i (x)−<br />

P¯<br />

i and the de<strong>polarization</strong> energy F dep if the crystal is f<strong>in</strong>ite and<br />

the surface <strong>polarization</strong> charge is not fully compensated:<br />

∫<br />

∫<br />

F elec =<br />

V<br />

− 1 2<br />

f elec (P i (x), E i (x)) dV =− P i (x) Ei<br />

ex (x)dV<br />

V<br />

∫<br />

( )<br />

E i (x)δP j (x)dV + F dep P ¯i<br />

, (5.6)<br />

V<br />

where P¯<br />

i is the average <strong>polarization</strong> and E i is the ith<br />

component of the electric field generated by the heterogeneous<br />

<strong>polarization</strong> distribution δP i (x).<br />

The total free energy of an <strong>in</strong>homogeneous doma<strong>in</strong><br />

structure is given by G<strong>in</strong>zburg–Landau free energy functional:<br />

∫<br />

F = [f bulk (P i ) + f grad (∂P i /∂x j ) + f elast (P i ,ε ij )<br />

V<br />

+ f elec (P i ,E i )]d 3 x (5.7)<br />

<strong>in</strong> which f bulk is the bulk free energy density, f grad is the<br />

gradient energy that is only nonzero around doma<strong>in</strong> walls and<br />

other <strong>in</strong>terfaces where the <strong>polarization</strong> is <strong>in</strong>homogeneous,<br />

f grad = 1 2 G ij klP i,j P k,l , (5.8)<br />

where P i,j = ∂P i /∂x j and G ij kl is the gradient energy<br />

coefficient.<br />

To obta<strong>in</strong> the elastic stra<strong>in</strong> energy density f elast <strong>in</strong> equation<br />

(5.5), one needs to solve the mechanical equilibrium equation<br />

for a given doma<strong>in</strong> structure. For a bulk s<strong>in</strong>gle crystal with<br />

periodic boundary conditions, one can use Khachaturyan’s<br />

elasticity theory [391, 392]. For th<strong>in</strong> films, the mechanical<br />

boundary conditions become more complicated. The top<br />

surface is stress-free and the bottom surface is constra<strong>in</strong>ed<br />

by the substrate. As it has been shown <strong>in</strong> [393, 394],<br />

the solution to the mechanical equilibrium equations for<br />

56

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