A general solution satisfying the strain-displacement relation. the stress-
strain laws and the equilibrium conditions has been obtained in Stroh forma
lism for the generalized two-dimensional anisotropic elasticity. The genera
l solution contains three arbitrary complex functions which are the basis o
f the whole field stresses and deformations. By selecting these arbitrary f
unctions to be linens or quadratic, and following the direct finite element
formulation, a new finite element satisfying both the compatibility and eq
uilibrium within each element is developed in this paper: A computer window
s program is then coded by using the FORTRAN and Visual Basic languages. Tw
o numerical examples are shown to illustrate the performance of this newly
developed finite element. One is the uniform stress field problem, the othe
r is the stress concentration problem.