📄 orthotest.txt
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orthotest(1) orthotest(1)NNAAMMEE orthotest - see if a set of anisotropic elastic constants are orthorhombicSSYYNNOOPPSSIISS oorrtthhootteesstt << eellaassttiicc__ccoonnssttaannttss oorrtthhootteesstt expects to read from standard input an anisotropic elastic stiffness matrix in the form of 6 numbers on each of 6 lines of input. It finds the best-fitting orthorhombic medium to this, and outputs: 0) the input anisotropic stiffness constants, 1) the elastic constants rotated so that the best-fitting orthorhombic matrix has the X, Y, and Z axes as principal axes, 2) the orthorhombic approximation to the rotated matrix, 3) the orthorhombic approximation in the original coordinate system, 4) the percent difference between the input stiffness matrix and the best-fitting orthorhombic approximation in the original coordinates (normalized by dividing each difference by the norm of the input stiff- ness matrix), 5) the percent difference of the anisotropic elastic constants from orthorhombic, and 6) the coordinates of the 3 principle axes in the original coordinate system, in both cartesian and spherical notation. Theoretically, it is arbitrary how the three principal axes should be assigned to X, Y, and Z. This program tries each axis in turn to see how close it is to being an axis of transversely isotropic (TI) symme- try. The axes are then reordered so that the Z axis is the closest to being a TI axis of symmetry, then Y next closest, then X furthest. Thus, if the input medium is TI the Z axis will always be chosen as the axis of symmetry. (Note that if the input medium is arbitrarily anisotropic, there is no reason to expect that the Z axis found by this program should precisely coincide with the best-fitting TI axis found by the program titest.) Spherical coordinates are specified using phi and theta: phi=0 is the +Z axis phi=90 theta=0 is the +X axis phi=90 theta=90 is the +Y axis For more about what "best-fitting" means for elastic stiffness matri- ces, see the article by Arts, Helbig, and Rasolofosaon in the SEG extended abstracts for 1991, page 1534: "General Anisotropic Elastic Tensor in Rocks: Approximation, Invariants, and Particular Directions". See the ttiitteesstt man page for example input.OOPPTTIIOONNSS Currently there are no options or arguments.AAUUTTHHOORR This program was written by Joe Dellinger at the Amoco Tulsa Technology Center during February 1997.SSEEEE AALLSSOO ttiitteesstt(l) 18 Feb 1997 orthotest(1)
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