Multipass butt welding of a very thick steel plate has been performed. Tran
sient temperatures and residual stresses have been measured. The agreement
between calculations and experiments is good. Two different approaches, qui
et and inactive elements, for modelling multipass welding are compared. The
first approach is straightforward to apply in most finite element codes. T
he inactive element method requires a code that can regenerate the finite e
lement model automatically or otherwise very tedious manual work is necessa
ry as the elements are added to the model when welds are laid. It is shown
that both techniques give the same results but the computational effort is
reduced by using inactive elements. It also circumvents the problem in the
quiet element approach of choosing properties of elements in the model that
represent the case when welds are not laid. Copyright (C) 1999 John Wiley
& Sons, Ltd.