In this study, the stresses in adhesive-bonded tee joints, in which a
right-angled plate is bonded to a rigid plate with an adhesive, have b
een analysed with a finite element method. It was assumed that the adh
esive and adherends had linear elastic properties. The tee joint was a
nalysed under three loading conditions, two linear and one bending mom
ent. The stress distributions in the joint area are given by stress co
ntours and XY plots under the three load conditions. It was found from
the results that high stress concentrations occur in the inside corne
r of the angle plate for loading in the x-direction (P-x) and under be
nding moment (M), this suggesting that failure would not occur in the
bonded joint. However, for loading in the y-direction (P-y), the maxim
um normal stresses are concentrated at the left free end of the adhesi
ve layer in the joint, and the first failure may be expected at this e
dge. Since the geometry of the joints affects the analysis and design
of such joints, the influences on the stress distributions of the over
lap length, adhesive thickness and adherend thickness were investigate
d. Practical experiments were carried out and it was found that experi
mental results were in good agreement with those of the finite element
analysis. (C) 1998 Elsevier Science Ltd. All rights reserved.