Engineering components are inhomogeneous on the scale of the grain siz
e since the grains generally have different elastic and plastic proper
ties depending on their crystallographic orientations. Constitutive eq
uations describing the mechanical properties of materials in terms of
the deformation state of the grains within it are needed to describe t
he behaviour of structures using the finite element method. Neutron di
ffraction provides a test of such constitutive models as the elasto-pl
astic self-consistent (EPSC) model, because the elastic strains in all
grain orientations inside a sample can be measured independently. In
this paper the intergranular strains measured in tensile test coupons
after uniaxial plastic deformation of +5.6% and -6.0% are presented as
strain pole-figures for the (1 1 1), (0 0 2), (2 2 0) and (1 1 3) ref
lections of the FCC structure. The results are compared with the predi
ctions of the EPSC model, which has no adjustable parameters. (C) 1998
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