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    Lecture XI 32

    Lecture XI: Statistical Mechanics and Semi-Classics

    Connection of Path Integral to Classical Statistical Mechanics

    Consider flexible string held under constant tension and confined to gutter potential

    x

    u

    V(u)

    Potential energy stored in spring due to line tension:

    from segment x to x + dx, dVT = T

    extension [(dx2 + du2)1/2 dx] T dx (xu)2/2

    VT[xu]

    dVT =1

    2

    L0

    dx T (xu(x))2

    External (gutter) potential: Vext[u] L0

    dx V[u(x)]

    According to Boltzmann principle, equilibrium partition function

    Z= tr eF = Du(x) exp L0

    dx

    T

    2(xu)

    2 + V(u)

    cf. quantum mechanical transmission amplitude Mapping:

    Z=b.c.

    Dq(t) exp

    i

    t0

    dt

    mq2

    2 V(q)

    Wick rotation t

    i

    imaginary (Euclidean) time path integralt

    0

    idt (tq)2

    0

    d(q)2,

    t0

    idtV(q) 0

    dV(q)

    Z=b.c.

    Dqexp

    1

    0

    dm

    2(q)

    2 + V(q)

    N.B. change of relative sign!

    (a) Classical partition function of one-dimensional systemcoincides with quantum mechanical amplitude

    Z= dqq|eiHt/|qt=i

    where time is imaginary, and plays the role of temperature

    Lecture Notes October 2005

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    Lecture XI 33

    More generally, path integral for d-dimensional quantum system

    corresponds to classical statistical mechanics of d + 1-dimensional system

    (b) Quantum partition function

    Z= tr(eH) =

    dqq|eH|q

    i.e. Zcan be interpreted through dynamical transition amplitude q|eiHt/|qevaluated at imaginary time t = i.

    (c) In semi-classical limit ( 0), PI dominated by stationary configurations of actionS[p, q] = dt(pq H(p, q))

    S = S[p + p,q+ q] S[p, q]=

    dt [pq+ pq ppH qqH] + O(p2, q2,pq)

    =

    dt [p (q pH) + q( p qH)] + O(p2, q2,pq)

    i.e. Hamiltons classical e.o.m.: q = pH, p = qH with b.c. q(0) = qI, q(t) = qF(Similarly, with Lagrangian formulation : S = 0

    (dtq

    q) L(q, q) = 0)

    qqI

    qF h

    1/2

    t

    q

    q(t)

    Contributions to PI from fluctuations around classical paths?

    Usually, exact evaluation of PI impossible resort to approximation schemes...

    Saddle-point and Stationary Phase analysis

    Consider integral over single variable

    I =

    dz ef(z)

    Integral dominated by minima of f(z); suppose unique i.e. f(z0) = 0

    Lecture Notes October 2005

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    Lecture XI 34

    Taylor expand around minimum: f(z) = f(z0) + (z z0) 0 f(z0) +12 (z z0)2f(z0) +

    I ef(z0)

    dz e(zz0)2f(z0)/2 =

    2

    f(z0)ef(z0)

    Example : (s + 1) =

    0

    dzzsez =

    0

    dz ef(z), f(z) = z s ln z

    f(z) = 1 s/z i.e. z0 = s, f(z0) = s/z20 = 1/si.e. (s + 1) 2se

    (ss ln s)

    Stirlings formula

    If minima not on contour of integration deform contour through saddle-pointe.g. (s + 1), s complex

    What if exponent complex? Fast phase fluctuations cancellationi.e. expand around region of slowest (i.e. stationary) phase and use identity

    dz eiaz2/2 =

    2

    aei/4

    Can we apply same approach to analyse the FPI?Yes: but we we must develop new technology;

    basic tool of QFT the Gaussian functional integral!

    Lecture Notes October 2005