The internal and external stresses around a triple junction of copper have
been analysed by a disclination model and by a three-dimensional anisotropi
c finite-element method respectively. The results indicate that the interna
l stress depends on whether the triple line is an I-line or a U-line. At th
e triple line the elastic strain energy concentrations caused by external s
tresses depend on both the orientations of the component grains and the loa
ding directions. For a loading direction parallel to the triple line, the e
lastic energy concentration is usually large. For a loading direction perpe
ndicular to the triple line, the elastic energy concentration is complex; i
n some cases, elastic energy dispersion can occur but, in other cases, the
elastic energy concentration is much larger than that with the loading dire
ction parallel to the triple line.