Abstract
Experimental Stress Analysis has been traditionally applied—through a direct or forward approach—for solving structural mechanical problems as an alternative and complementary methodology to the theoretical one. The great development of numerical methods has largely overruled this task. In addition, the increased accuracy of numerical tools has confined the forward approach to the role of experimental verification restricted to cases of complex and non-conventional numerical modeling, such as stress states resulting from singularities, material anisotropy, etc. If, however, causes (such as forces, impressed temperatures, imposed deformations) or system parameters such as geometry, materials and boundary conditions are unknown, the case is totally different, and the experimental inverse approach has no alternatives. Through measurements of the effects like displacements, strains and stresses, it is possible to find solutions to these inverse problems by identifying the unknown causes, integrating a series of experimental data into a theoretical model. The accuracy of data together with a proper selection of the quantities that must be measured are a necessary premise for limiting the experimental errors that can influence the accuracy of the inversely estimated results.
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Notes
- 1.
Called also even-posed.
- 2.
Example taken from Liu and Han [5].
- 3.
E.g., the algorithm FindFit [data, expr, pars, vars] finds numerical values of the parameters pars that make expr give a best fit to data as a function of vars. The expression expr can depend either linearly or nonlinearly on the \(par_i\). This algorithm is particularly useful for minimizing functional of error because it allows the use of several alternatives that can be select such as Conjugate Gradient, Gradient, Levenberg Marquardt, Newton, and Quasi Newton methods, with the default use of the Least-Squares methods.
- 4.
For each kind of engineering problem it is necessary to check which inverse solution method best meets the requirements of the solution. Different solution algorithms applied to the same data can yield different answers (see examples in Chap. 7).
- 5.
Tikhonov regularization has been invented independently in many different contexts. Some authors use the term Tikhonov Phillips regularization.
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Freddi, A., Olmi, G., Cristofolini, L. (2015). Introduction to Inverse Problems. In: Experimental Stress Analysis for Materials and Structures. Springer Series in Solid and Structural Mechanics, vol 4. Springer, Cham. https://doi.org/10.1007/978-3-319-06086-6_1
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