The local point interpolation method (LPIM) is a newly developed truly mesh
less method, based on the idea of meshless local Petrov-Galerkin (MLPG) app
roach. In this paper, a new LPIM formulation is proposed to deal with fourt
h-order boundary-value and initial-value problems for static and dynamic an
alysis (stability, free vibration and forced vibration) of beams. Local wea
k forms are developed using weighted residual method locally. In order to i
ntroduce the derivatives of the field variable into the interpolation schem
e, a technique is proposed to construct polynomial interpolation with Krone
cker delta function property, based only on a group of arbitrarily distribu
ted points. Because the shape functions so-obtained possess delta function
property, the essential boundary conditions can be implemented with ease as
in the conventional finite element method (FEM). The validity and efficien
cy of the present LPIM formulation are demonstrated through numerical examp
les of beams under various loads and boundary conditions. (C) 2001 Elsevier
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