In 3D analysis of moving conductor eddy current problems, the resultin
g global stiffness matrix is usually so large that the elimination (di
rect) methods become impractical due to the cost of computer resources
, and an iterative type of solver has to be employed. The development
of the Bi-Conjugate Gradient (BICG) method has made the solution of th
is problem tenable. However, the convergence of the BICG method is not
guaranteed for high Peclet numbers if it is not accompanied by the us
e of upwinding method. In this paper, the cause of BICG's divergence i
s identified for the first time as the loss of diagonal dominance when
the Peclet number increases, through a careful examination of the dia
gonal elements in the stiffness matrix, based on an edge element formu
lation. This conclusion can be easily extended to node element cases b
y following a similar procedure. Possible remedies for this problem ar
e proposed.