This paper describes a systematic method of modelling the weld thickness of
a tubular Y joint. The intersection between the chord and the brace member
s is defined precisely. This intersection curve will then be used to evalua
te the dihedral angle gamma, which is the angle between the chord and the b
race surfaces along the intersecting line. As the dihedral angle gamma is a
n important parameter used to determine the weld thickness, its variation a
long the intersection curve and its relationship with the weld thickness is
investigated first. It is shown that the smoothness of the weld path may n
ot always be maintained if the minimum weld thickness, as specified in the
American Welding Society (AWS) Codes D1.1-96, is to be followed strictly. T
hus in some cases, modification of the intersection curve is necessary in o
rder to model the weld path along the joint. Two scale factors FOSouter and
FOSinner for the outer and inner intersection curves, and two constants m
and n are introduced and proposed in this study. They are used to control t
he parameter k(TW), which in turn controls the minimum weld thickness T-W.
Based on this model, an automatic mesh generator is developed to produce a
well-graded finite element mesh. The stress concentration factors (SCFs) ar
e shown to converge when the mesh is doubled and then tripled. Finally, som
e tubular welded specimens are fabricated. and the outer weld profiles are
measured physically. It is shown that scale factors FOSouter = 0.3, FOSinne
r = 0.25 and constants m = 2.0, n = 0.4. are adequate to satisfy the requir
ed minimum outer weld profile. Therefore, the proposed method to model the
weld size is both consistent and accurate for any tubular Y-joints. (C) 200
1 Elsevier Science Ltd. All rights reserved.