This paper presents an application of a direct Trefftz method with domain d
ecomposition to the two-dimensional elasticity problem. Trefftz functions a
re substituted into Betti's reciprocity theorem to derive the boundary inte
gral equations for each subdomain. The values of displacements and traction
s on subdomain interfaces are tailored by continuity and equilibrium condit
ions, respectively. Since Trefftz functions are regular, much less requirem
ents are put on numerical integration than in the traditional boundary inte
gral method. Then, the method can be utilized to analyse also very narrow d
omains. Linear elements are used for modelling of the boundary geometry and
approximation of boundary quantities. Numerical results for a rectangular
plate with varying aspect ratio and cantilever beam are presented.