We present explicit reconstruction algorithms for fully anisotropic unknown elasticity tensors from knowledge of a finite number of internal displacement fields, with applications to transient elastography. Under certain rank-maximality assumptions satified by the strain fields, explicit algebraic reconstruction formulas are provided. A discussion ensues on how to fulfill these assumptions, describing the range of validity of the approach. We also show how the general method can be applied to more specific cases such as the transversely isotropic one.
Main resultsPreliminary notation and definitions. In what follows, we denote by M 3 (R) the vector space of 3 × 3 real matrices with inner product A : B := tr (AB T ) = 3 i,j=1 A ij B ij , with respect to which we recall the orthogonal decomposition M 3 (R) = S 3 (R) ⊕ A 3 (R), where the first (second) summand denotes (skew-)symmetric matrices.Let us fix X ⊂ R 3 a bounded domain with smooth boundary for the remainder of the paper.