Rep. Prog. Phys. 73 (2010) 056502 S V Kal<strong>in</strong><strong>in</strong> et al Signal (a) Signal, a.u. (c) 2.0 1.5 1.0 0.5 0.0 Bias Response Bias on Bias off 0 2 4 6 8 10 Time, s t Signal, a.u. Response (arb. units) (b) 3.5 3.0 2.5 2.0 1.5 1.0 0.5 0.0 4 3 2 1 0.00 0.05 0.10 0.15 0.20 Exp Time, s CvS KWW 0 10 -2 10 -1 10 0 10 1 10 2 (d) PMN10PT Mica Time, s PPLN Figure 55. (a) Schematic of relaxation measurement. (b) Relaxation curves for PMN–10PT, LNO and mica. (c) Relaxation curves for PMN–10PT <strong>in</strong> bias-on (dur<strong>in</strong>g the application of 10 V pulse) and bias-off (after bias pulse) states. (d) Several fits of the experimental relaxation curves. Panels (a) and (d) reproduced from [372]. Copyright 2009, American Physical Society. 3 (a) 1 2 400 nm Piezoresponse, a.u. (c) 2.5 2.0 1.5 1 2 3 0.1 0.2 0.3 Time, s 3 (b) 1 2 Piezoresponse, a.u. (d) 2.5 2.0 1.5 0.01 0.1 Time, s 1 2 3 Figure 56. Spatially resolved maps of (a) slope and (b) offset <strong>in</strong> the logarithmic relaxation law. Relaxation curves from selected locations <strong>in</strong> (c) l<strong>in</strong>ear and (d) logarithmic scale. Histograms of (e) slope and (f ) offset. Reproduced from [371]. Copyright 2009, American Institute of Physics. 55
Rep. Prog. Phys. 73 (2010) 056502 field. It <strong>in</strong>volves a complex coupl<strong>in</strong>g of long-range electromechanical <strong>in</strong>teractions <strong>in</strong> a highly <strong>in</strong>homogeneous and nonequilibrium system. Analytical solutions for the spatial and temporal distributions of <strong>polarization</strong>, electric field and stress dur<strong>in</strong>g switch<strong>in</strong>g under PFM are generally not possible although semi-analytical solutions for the <strong>polarization</strong> distributions correspond<strong>in</strong>g to the critical states or stable states have been attempted, as summarized <strong>in</strong> sections 3 and 4. To better understand the <strong>polarization</strong> switch<strong>in</strong>g mechanisms <strong>in</strong> PFM, a number of efforts to model the <strong>polarization</strong> evolution process us<strong>in</strong>g the phase-field method [65, 263, 295, 350, 388, 389] have been attempted. One of the ma<strong>in</strong> advantages for the phase-field method is the fact that one is able to model the temporal/spatial evolution of arbitrary doma<strong>in</strong> morphologies under an applied electric field without explicitly track<strong>in</strong>g the positions of doma<strong>in</strong> walls. Secondly, the <strong>in</strong>homogeneous electric field and stress field distributions accompany<strong>in</strong>g the <strong>polarization</strong> switch<strong>in</strong>g are readily available. Furthermore, the effect of structural defects such as gra<strong>in</strong> boundaries, surfaces, dislocations and random defects can be <strong>in</strong>corporated without significantly <strong>in</strong>creas<strong>in</strong>g the computational time. Phase-field models have previously been applied to doma<strong>in</strong> evolution dur<strong>in</strong>g <strong>ferroelectric</strong> phase transitions and doma<strong>in</strong> switch<strong>in</strong>g, effect of random defects and dislocations, as well as stra<strong>in</strong> effect on transition temperatures and doma<strong>in</strong> structures <strong>in</strong> th<strong>in</strong> films [390]. 5.1. Phase-field method Dur<strong>in</strong>g <strong>polarization</strong> switch<strong>in</strong>g the <strong>polarization</strong> distribution is always <strong>in</strong>homogeneous, i.e. it depends on the spatial positions. In the phase-field approach, one employs the spatial distribution of local spontaneous <strong>polarization</strong> P (x) = (P 1 (x), P 2 (x), P 3 (x)) to describe a doma<strong>in</strong> structure. Us<strong>in</strong>g the free energy for the unpolarized and unstra<strong>in</strong>ed crystal as the reference, the local free energy density as a function of stra<strong>in</strong> and <strong>polarization</strong> us<strong>in</strong>g the Landau–Devonshire theory of <strong>ferroelectric</strong>s is f bulk (ε(x), P (x)) = 1 2 α ij P i (x) P j (x) + 1 4 γ ij klP i (x) P j (x) P k (x)P l (x) + 1 6 ω ij klmnP i (x)P j (x) P k (x)P l (x)P m (x)P n (x) + ··· 1 2 c ij klε ij (x) ε kl (x) − 1 2 q ij klε ij (x)P k (x)P l (x), (5.1) where α ij , γ ij kl and ω ij klmn are the phenomenological Landau expansion coefficients and c ij kl and q ij kl are the elastic and electrostrictive constant tensors, respectively. All the coefficients are generally assumed to be constant except α ij which is l<strong>in</strong>early proportional to temperature, i.e. α ij = αij o (T − T o), where T o is the Curie temperature. It should be noted that the coefficients <strong>in</strong> equation (5.1) correspond to zero stra<strong>in</strong> while experiments are usually conducted at zero stress. In order to use the <strong>materials</strong> constants and Landau coefficients from stress-free conditions, we rewrite the free energy for zero stress. One first obta<strong>in</strong>s the spontaneous stra<strong>in</strong>, i.e. the stra<strong>in</strong> or crystal deformation at zero stress, ε o ij (P k) = 1 2 s ij mnq mnkl P k P l = Q ij kl P k P l , (5.2) S V Kal<strong>in</strong><strong>in</strong> et al where Q ij kl are the electrostrictive coefficients measured experimentally. Substitut<strong>in</strong>g the spontaneous stra<strong>in</strong> from equation (5.2) for the stra<strong>in</strong> <strong>in</strong> equation (5.1), we have the free energy at zero stress as g bulk (P(x)) = 1 2 α ij P i (x)P j (x) + 1 4 γ ij ′ kl P i(x)P j (x)P k (x) P l (x) + 1 6 ω ij klmnP i (x)P j (x) P k (x)P l (x)P m (x)P n (x) + ···, (5.3) where the α ij and ω ij klmn rema<strong>in</strong> the same for zero stress as for zero stra<strong>in</strong>, but γ ij kl at constant stra<strong>in</strong> is changed to γ ij ′ kl at zero stress with γ ′ ij kl = γ ij kl − 2c mnop Q mnij Q opkl . (5.4) The free energy at zero stra<strong>in</strong> and that at zero stress are related by f bulk ( εij (x), P (x) ) = g bulk (P(x)) + f elast ( Pi (x) ,ε ij (x) ) , where ( f elast P(x), εij (x) ) = 1 2 c ( ij kl εij (x) − εij o (x)) × ( ε kl (x) − εkl o (x)) . (5.5) For a doma<strong>in</strong> structure, the electrostatic energy conta<strong>in</strong>s contributions from an external applied field E ex , the energy due to <strong>in</strong>homogeneous <strong>polarization</strong> distribution δP i (x) = P i (x)− P¯ i and the de<strong>polarization</strong> energy F dep if the crystal is f<strong>in</strong>ite and the surface <strong>polarization</strong> charge is not fully compensated: ∫ ∫ F elec = V − 1 2 f elec (P i (x), E i (x)) dV =− P i (x) Ei ex (x)dV V ∫ ( ) E i (x)δP j (x)dV + F dep P ¯i , (5.6) V where P¯ i is the average <strong>polarization</strong> and E i is the ith component of the electric field generated by the heterogeneous <strong>polarization</strong> distribution δP i (x). The total free energy of an <strong>in</strong>homogeneous doma<strong>in</strong> structure is given by G<strong>in</strong>zburg–Landau free energy functional: ∫ F = [f bulk (P i ) + f grad (∂P i /∂x j ) + f elast (P i ,ε ij ) V + f elec (P i ,E i )]d 3 x (5.7) <strong>in</strong> which f bulk is the bulk free energy density, f grad is the gradient energy that is only nonzero around doma<strong>in</strong> walls and other <strong>in</strong>terfaces where the <strong>polarization</strong> is <strong>in</strong>homogeneous, f grad = 1 2 G ij klP i,j P k,l , (5.8) where P i,j = ∂P i /∂x j and G ij kl is the gradient energy coefficient. To obta<strong>in</strong> the elastic stra<strong>in</strong> energy density f elast <strong>in</strong> equation (5.5), one needs to solve the mechanical equilibrium equation for a given doma<strong>in</strong> structure. For a bulk s<strong>in</strong>gle crystal with periodic boundary conditions, one can use Khachaturyan’s elasticity theory [391, 392]. For th<strong>in</strong> films, the mechanical boundary conditions become more complicated. The top surface is stress-free and the bottom surface is constra<strong>in</strong>ed by the substrate. As it has been shown <strong>in</strong> [393, 394], the solution to the mechanical equilibrium equations for 56