Let π:P→M be a principal G-bundle
with structure group a Lie group
G and Lie algebra
g. Let ω be a principal connection
on P with curvature
Ω∈Ω2(P;g). For an open set U⊂M and a local section s:U→P, define the local connection form and local curvature form by
A:=s∗ω∈Ω1(U;g),F:=s∗Ω∈Ω2(U;g).Theorem (Local curvature formula). With the notation above,
F=dA+21[A∧A],where d is the exterior derivative
on U. The bracket-wedge uses the Lie bracket
on g: for α∈Ωp(U;g) and β∈Ωq(U;g),
[α∧β](v1,…,vp+q)=p!q!1σ∈Sp+q∑sgn(σ)[α(vσ1,…,vσp),β(vσp+1,…,vσp+q)].Equivalently, this is the pullback along s of the global structure equation Ω=dω+21[ω∧ω] on P.
Examples
- Abelian structure group. If G=U(1) (or any abelian Lie group), then the Lie bracket on g is zero, hence [A∧A]=0 and the formula reduces to F=dA.
- Pure gauge has zero curvature. On a trivial bundle over U, take A=g−1dg for a smooth map g:U→G. Then F=dA+21[A∧A]=0 by the Maurer–Cartan equation
.
- Non-abelian commutator term. On U⊂R2 with coordinates (x,y), choose constant elements X,Y∈g and set A=Xdx+Ydy. Then dA=0 but [A∧A]=2[X,Y]dx∧dy, so F=[X,Y]dx∧dy.