Local curvature formula

Local expression for the curvature of a principal connection in a chosen gauge.
Local curvature formula

Let π:PM\pi:P\to M be a with structure group a GG and g\mathfrak g. Let ω\omega be a on PP with ΩΩ2(P;g)\Omega\in\Omega^2(P;\mathfrak g). For an open set UMU\subset M and a local section s:UPs:U\to P, define the local connection form and local curvature form by

A:=sωΩ1(U;g),F:=sΩΩ2(U;g). A := s^*\omega \in \Omega^1(U;\mathfrak g), \qquad F := s^*\Omega \in \Omega^2(U;\mathfrak g).

Theorem (Local curvature formula). With the notation above,

F  =  dA  +  12[AA], F \;=\; dA \;+\; \tfrac12[A\wedge A],

where dd is the on UU. The bracket-wedge uses the on g\mathfrak g: for αΩp(U;g)\alpha\in\Omega^p(U;\mathfrak g) and βΩq(U;g)\beta\in\Omega^q(U;\mathfrak g),

[αβ](v1,,vp+q)=1p!q!σSp+qsgn(σ)[α(vσ1,,vσp),β(vσp+1,,vσp+q)]. [\alpha\wedge\beta](v_1,\dots,v_{p+q}) =\frac{1}{p!\,q!}\sum_{\sigma\in S_{p+q}}\mathrm{sgn}(\sigma)\, \big[\alpha(v_{\sigma_1},\dots,v_{\sigma_p}),\beta(v_{\sigma_{p+1}},\dots,v_{\sigma_{p+q}})\big].

Equivalently, this is the pullback along ss of the global structure equation Ω=dω+12[ωω]\Omega=d\omega+\tfrac12[\omega\wedge\omega] on PP.

Examples

  1. Abelian structure group. If G=U(1)G=U(1) (or any abelian Lie group), then the Lie bracket on g\mathfrak g is zero, hence [AA]=0[A\wedge A]=0 and the formula reduces to F=dAF=dA.
  2. Pure gauge has zero curvature. On a trivial bundle over UU, take A=g1dgA=g^{-1}dg for a smooth map g:UGg:U\to G. Then F=dA+12[AA]=0F=dA+\tfrac12[A\wedge A]=0 by the .
  3. Non-abelian commutator term. On UR2U\subset\mathbb R^2 with coordinates (x,y)(x,y), choose constant elements X,YgX,Y\in\mathfrak g and set A=Xdx+YdyA=X\,dx+Y\,dy. Then dA=0dA=0 but [AA]=2[X,Y]dxdy[A\wedge A]=2[X,Y]\,dx\wedge dy, so F=[X,Y]dxdyF=[X,Y]\,dx\wedge dy.