Author/Authors :
F. Zhang، نويسنده , , A. J. Kassab، نويسنده , , D. W. Nicholson، نويسنده ,
Abstract :
boundary element solution is developed for an inverse elasticity problem. In this
inverse problem, boundary conditions are incompletely specified. Strains can be determined experimentally,
in practice, at a number of internal points and used as input to completely resolve
these boundary conditions. In this paper, these strains, including random errors, are numerically
simulated. This inverse problem fmds applications in the evaluation of residual stress and contact
stress. In contrast to previous studies, the construction of the sensitivity matrix is embedded in the
boundary element formulation thereby avoiding the solution of a series of forward problems.
Further, the effects of prescribed non-zero boundary conditions and body forces are included in the
relation between measured strains and the primary traction unknowns. Unfortunately, the inverse
problem is still ill-posed. Physical constraints are introduced to stabilize the solution. As a result,
the algorithm presented here has reasonable tolerance to error in the measurement of strains.
Numerical examples are given to validate the inverse algorithm. In these examples, the input strains
are numerically simulated, and stable and accurate solutions are obtained with up to + 5% random
error in the input. 0 1997 Elsevier Science Ltd.