This paper proposes the use of special sensitivities, called nodal sen
sitivities, as error indicators and estimators for numerical analysis
in mechanics. Nodal sensitivities are defined as rates of change of re
sponse quantities with respect to nodal positions. Direct analytical d
ifferentiation is used to obtain the sensitivities, and the infinitesi
mal perturbations of the nodes are forced to lie along the elements. T
he idea proposed here can be used in conjunction with general purpose
computational methods such as the Finite Element Method (FEM), the Bou
ndary Element Method (BEM) or the Finite Difference Method (FDM); howe
ver, the BEM is the method of choice in this paper. The performance of
the error indicators is evaluated through two numerical examples in l
inear elasticity.