A least-squares variational method for full-field reconstruction of elastic deformations in shear-deformable plates and shells

摘要

A variational principle is formulated for the inverse problem of full-field reconstruction of three-dimensional plate/ shell deformations from experimentally measured surface strains. The formulation is based upon the minimization of a least-squares functional that uses the complete set of strain measures consistent with linear, first-order shear-deformation theory. The formulation, which accommodates for transverse shear-deformation, is applicable for the analysis of thin and moderately thick plate and shell structures. The main benefit of the variational principle is that it is well-suited for C~0-continuous displacement finite element discretizations, thus enabling the development of robust algorithms for application to complex civil and aeronautical structures. The methodology is especially aimed at the next generation of aerospace vehicles for use in real-time structural health monitoring systems.