crystal relaxation, elasticity, and lattice...
TRANSCRIPT
Crystal Relaxation, Elasticity, and Lattice Dynamics
Pasquale PavoneHumboldt-Universität zu Berlin
http://exciting-code.org
PART I: Structure Optimization
Pasquale PavoneHumboldt-Universität zu Berlin
http://exciting-code.org
Outline Part I
Structure optimization
Cell optimization
Internal degrees of freedom
Relaxing molecules
HoW exciting! 2016
Lattice Optimization in
Tool: OPTIMIZE-lattice.sh
Example 𝑬 = 𝑬 𝑽, 𝒄
– STEP1: opt. 𝑽 at fixed 𝒄: get 𝑽𝟏
– STEP2: opt. 𝒄 at fixed 𝑽𝟏: get 𝒄𝟐
– STEP3: opt. 𝑽 at fixed 𝒄𝟐: get 𝑽𝟑
– ...
bfgs
Extension to N-degrees of freedom:
– Similar to harmonic
– Hessian matrix vs. 2nd derivative
– Very efficient if close to minimum
– Default in exciting
<input>
…
<structure cartesian=´´true´´>
…
</structure>
…
<groundstate ngridk=´´1 1 1´´ …>
…
</groundstate>
<relax/>
</input>
input.xml
Phonons Oscillations
Oscillation in time:
𝒒 = wavevector
Oscillation in space:
𝝎 = frequency (→ energy)
Force Constants & Dynamical Matrix
det 𝑫 𝒒 − 𝝎𝟐 𝒒 𝐈 = 0
𝜱(𝑹 − 𝑹′) =𝜕𝟐𝑬
𝜕𝒖(𝑹)𝜕𝒖(𝑹′)
𝑫 𝒒 = Fourier transform of 𝜱(𝑹)
<input>
…
<phonons ngridq=´´2 2 2´´ … >
…
<phonondos … > … </phonondos>
…
</phonons>
…
</input>
input.xml
<input>
…
<phonons ngridq=´´2 2 2´´ … >
…
<phonondos … > … </phonondos>
…
<phonondispplot … > … />
…
</phonons>
…
</input>
input.xml
What Is Elasticity?
Description of distorsions of rigid bodies and ofthe energy, forces, and fluctuations arising fromthese distorsions.
Describes mechanics of extended bodies fromthe macroscopic to the microscopic.
Generalizes simple mechanical concepts
Force → Stress
Displacement → Strain
Strain: State of deformation
• Equilibrium:Zero strainZero forcesZero stressZero displacements
Uniaxial strainShear strain
Homogeneous strain
𝒓 =
𝒓𝐬 =
unstrained position
strained position
𝒓𝐬 = 𝑭 · 𝒓 = 𝟏 + 𝜺 · 𝒓
𝑭 = Deformation Matrix
𝜺 = Physical Strain Matrix
Voigt notation
Voigt indices:
Representative vector:
ε= (𝜀1, 𝜀2, 𝜀3, 𝜀4, 𝜀5, 𝜀6)
𝑖, 𝑗 = 𝑥𝑥 𝑦𝑦 𝑧𝑧 𝑦𝑧 or 𝑧𝑦 𝑥𝑧 or 𝑧𝑥 𝑥𝑦 or 𝑦𝑥
α = 1 2 3 4 5 6
Strain definitions
Physical strain:
Lagrangian strain:
𝒓 𝒓𝐬𝒓𝐬 = 𝟏 + 𝜺 · 𝒓
𝜟𝜟𝐬
𝜟𝐬2 − 𝜟 2 = 𝜟 · 2𝜼 · 𝜟
𝜼 = 𝜺 +1
2𝜺 · 𝜺
Linear elastic response
Low pressure expansion in terms of Lagrangian strain 𝜼 :
𝐸0, 𝑉0= Reference (equilibrium) energy and volume
𝐸 𝜼 = 𝐸0 +𝑉02!𝜼 · 𝑪 𝟐 · 𝜼 + ⋯
𝑪(𝟐) =1
𝑉0
𝜕2𝐸(𝜼)
𝜕𝜼𝜕𝜼𝜼=0
Linear elastic constant (2nd order):
Diamond
𝑪𝟏𝟏, 𝑪𝟏𝟐, 𝑪𝟒𝟒