Let π:P→M\pi:P\to M be a with connection form ω\omega and curvature Ω\Omega as in .

On an open set U⊂MU\subset M with local section s:U→Ps:U\to P, define the local connection 1-form A=s∗ω∈Ω1(U;g)A=s^*\omega\in \Omega^1(U;\mathfrak{g}). The local curvature 2-form on UU is

F  ≔  s∗Ω∈Ω2(U;g).F \;\coloneqq\; s^*\Omega \in \Omega^2(U;\mathfrak{g}).

Then FF is given by the structure equation

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

where dd is the and the bracket uses the on g\mathfrak{g}.

If s′=s⋅gs' = s\cdot g is another local section related by a gauge function g:U→Gg:U\to G, then the associated local curvature forms satisfy the gauge transformation rule

F′=Ad(g−1)F,F' = \mathrm{Ad}(g^{-1})F,

compatible with the .

Examples
  1. Abelian case. If GG is abelian (e.g. U(1)U(1)), then [A∧A]=0[A\wedge A]=0, hence F=dAF=dA, and the gauge rule reduces to F′=FF'=F.
  1. Matrix-valued form convention. For G⊂GL(n)G\subset GL(n), one often writes F=dA+A∧AF=dA + A\wedge A. This matches the formula above because for matrix-valued 1-forms, [A∧A]=A∧A−(A∧A)op=2A∧A[A\wedge A]=A\wedge A - (A\wedge A)^{\mathrm{op}} = 2A\wedge A.
  1. Trivial (flat) local connection. If A=0A=0 on UU, then F=0F=0 on UU, so the connection is locally flat there.