Linear Response Theory and Susceptibilities

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linear-response susceptibility kubo-formula

Core Idea

When a weak external field is applied to a system in equilibrium, the response is proportional to the field (linear response) for small fields. The proportionality constant is the susceptibility χ, which measures the system's tendency to reorder. The Kubo formula expresses χ in terms of equilibrium correlation functions, unifying dynamics and equilibrium statistical mechanics.

Explainer

From the canonical ensemble, you know how to calculate equilibrium averages using the partition function Z = Tr(e^(−βH)). But equilibrium averages only tell you the state with no external perturbation. What happens when you gently poke a system — apply a small magnetic field, a weak electric field, or a slight pressure variation — and ask how the system responds? Linear response theory answers this by exploiting the fact that for weak enough perturbations, the response is proportional to the perturbation, regardless of the underlying complexity of the system.

The central setup is this: add a small perturbation H' = −h(t)·A to the Hamiltonian, where h(t) is a time-dependent external field and A is the conjugate observable (for a magnetic system, h is the field and A is the magnetization operator). The induced change in the expectation value of B at time t is then ⟨ΔB(t)⟩ = ∫ χ_BA(t − t') h(t') dt'. This is a convolution, and χ_BA(t − t') is the response function or retarded Green's function — it encodes how the system's response at time t depends on the perturbation applied at all earlier times t'. The response is causal (no response before the perturbation) and linear in h.

The profound result is the Kubo formula: χ_BA(t) = iθ(t)⟨[B(t), A(0)]⟩₀/ℏ, where the expectation value is taken in the *unperturbed* equilibrium state and θ(t) is the step function enforcing causality. This says that the response to a weak external perturbation is entirely determined by the spontaneous fluctuations of the system in equilibrium. You never need to solve a perturbed problem — you just compute correlators in the unperturbed ensemble. This is the statistical mechanics version of the fluctuation-dissipation idea: a system that fluctuates easily also responds easily to external forcing.

In practice, the Fourier transform χ(ω) captures the frequency-dependent response. The imaginary part Im[χ(ω)] measures dissipation — how much energy is absorbed from a field oscillating at frequency ω. The real part gives the reactive (dispersive) response. This framework unifies many seemingly different phenomena: electrical conductivity (response of current to electric field), magnetic susceptibility (response of magnetization to magnetic field), viscosity (response of stress to velocity gradients), and compressibility — all are response functions computable from equilibrium correlators via the Kubo formula.

Practice Questions 5 questions

Prerequisite Chain

Counting to 10Counting to 20Understanding ZeroThe Number ZeroCounting to FiveOne-to-One CorrespondenceCombining Small Groups Within 5Addition Within 10Addition Within 20Two-Digit Addition Without RegroupingTwo-Digit Addition with RegroupingAddition Within 100Repeated Addition as MultiplicationMultiplication Facts Within 100Division as Equal SharingDivision as Grouping (Measurement Division)Division: Grouping (Repeated Subtraction) ModelDivision: Fair Sharing ModelDivision as Equal SharingDivision as GroupingBasic Division FactsDivision Facts Within 100Two-Digit by One-Digit DivisionDivision with RemaindersRemainders and Quotients in DivisionDivision Word ProblemsIntroduction to Long DivisionFactors and MultiplesPrime and Composite NumbersEquivalent FractionsRelating Fractions and DecimalsDecimal Place ValueReading and Writing DecimalsComparing and Ordering DecimalsAdding and Subtracting DecimalsMultiplying DecimalsDividing DecimalsDividing FractionsMixed Number ArithmeticOrder of OperationsInteger Order of OperationsVariable ExpressionsCombining Like TermsOne-Step EquationsTwo-Step EquationsSolving Multi-Step EquationsEquations with Variables on Both SidesAngle Pairs: Complementary, Supplementary, and VerticalParallel Lines and TransversalsCorresponding AnglesAlternate Interior AnglesTriangle Angle Sum TheoremExterior Angle TheoremTriangle Inequality TheoremSimilar Triangles: AA SimilaritySimilar Triangles: SSS and SAS SimilarityProportions in Similar TrianglesRight Triangle Trigonometry IntroductionTrigonometric Ratios ReviewRadian MeasureConverting Between Degrees and RadiansThe Unit CircleGraphing Sine and CosineGraphing Tangent and Reciprocal Trigonometric FunctionsDerivatives of Trigonometric FunctionsAntiderivativesIterated Integrals and Fubini's TheoremDouble Integrals in Cartesian CoordinatesDouble Integrals over Rectangular RegionsDouble Integrals in Polar CoordinatesDouble Integrals: Definition and SetupIterated Integrals and Fubini's TheoremDouble Integrals over Rectangular RegionsDouble Integrals over General RegionsApplications of Double Integrals: Area, Mass, and MomentsCenter of MassConservation of Linear MomentumElastic CollisionsInelastic CollisionsCoefficient of RestitutionCollision Analysis and Real-World ApplicationsTwo-Body Collisions in the Center-of-Mass FrameReduced Mass and Two-Body ProblemsKinematics in Two DimensionsProjectile MotionCircular Motion: KinematicsRotational KinematicsTorqueMoment of InertiaRotational Kinetic EnergyThe Work-Energy TheoremConservation of Mechanical EnergyFirst Law of ThermodynamicsThermodynamic Processes and the PV DiagramIsobaric and Isochoric ProcessesHeat EnginesThermal Efficiency of Heat EnginesRefrigerators and Heat PumpsSecond Law of ThermodynamicsEntropyMicrostates and MacrostatesEnsemble Theory FundamentalsCanonical Ensemble (NVT)Partition Function: Definition and PropertiesThe Canonical Partition Function and Thermodynamic DerivationFree Energy and Thermodynamic Relations from Partition FunctionsPhase Transitions and Equilibrium Phase DiagramsSpontaneous Symmetry BreakingOrder Parameters and Phase TransitionsLinear Response Theory and Susceptibilities

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