A local point interpolation method (LPIM) is presented for the stress analy
sis of two-dimensional solids. A local weak form is developed using the wei
ghted residual method locally in two-dimensional solids. The polynomial int
erpolation, which is based only on a group of arbitrarily distributed nodes
, is used to obtain shape functions. The LPIM equations are derived, based
on the local weak form and point interpolation. Since the shape functions p
ossess the Kronecker delta function property, the essential boundary condit
ion can be implemented with ease as in the conventional finite element meth
od (FEM). The presented LPIM method is a truly meshless method, as it does
not need any element or mesh for both field interpolation and background in
tegration. The implementation procedure is as simple as strong form formula
tion methods. The LPIM has been coded in FORTRAN. The validity and efficien
cy of the present LPIM formulation are demonstrated through example problem
s. It is found that the present LPIM is very easy to implement, and very ro
bust for obtaining displacements and stresses of desired accuracy in solids
.