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Mathematics and Mechanics of Solids
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Positive Definiteness of Anisotropic Elastic Constants

T. C. T. Ting

Department of Civil and Materials Engineering, University of Illinois at Chicago, Chicago, Illinois 60607-7023

When the elastic constants of an anisotropic material are written as a 6 x 6 symmetric matrix C, the elastic energy of the material is positive if the matrix C is positive definite. There are two criteria that one can use to see if C is positive definite. We present each criterion and discuss its merits and drawbacks. For a two-dimensional deformation, it suffices to consider a 5 x 5 symmetric matrix C'. In the Stroh formalism for two-dimensional deformations, the matrix C0 is replaced by three 3 x 3 matrices N1, N2, N3. Deleting the elements that are either zero or unity, the N3 is reduced to a 2 x 2 matrix &3, and the N1 is reduced to a 3 x 2 matrix N1. We show that C' is positive definite if and only if N2 and - N3 are positive as well. The matrix N1 can be arbitrary. In particular, a new relation 1C0 I = I -N3 j IN2 I - is obtained. Generalized to three-dimensional deformations, it is shown that positive definiteness of the 6 x 6 matrix C is equivalent to positive definiteness of two 3 x 3 matrices. In the special case of monoclinic materials with the symmetry plane at xl = O,x2 = 0, or x3 = 0, positive definiteness of C is equivalent to positive definiteness of three 2 x 2 matrices.

Mathematics and Mechanics of Solids, Vol. 1, No. 3, 301-314 (1996)
DOI: 10.1177/108128659600100302


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T. C.T. Ting
Can a Linear Anisotropic Elastic Material Have a Uniform Contraction under a Uniform Pressure?
Mathematics and Mechanics of Solids, June 1, 2001; 6(3): 235 - 243.
[Abstract] [PDF]