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Elastic Cross-Anisotropic Constitutive Law
The linear, small-strain, elastic behavior of cross-anisotropic material
is governed by the following generalized Hooke's law [4]:
|
(1) |
|
(2) |
|
(3) |
where, in equation (1)
= in-plane Young's modulus;
=
out-of-plane Young's modulus;
= in-plane shear modulus;
= out-of-plane shear modulus;
= out-of-plane
shear modulus. Note that ''in-plane'' refers to the 1-2 isotropy plane
(horizontal) and ''out-of-plane'' refers to the 3-direction (assumed vertical).
The above elastic material constants, , , , , and can be
determined from three-dimensional P-wave and shear wave tests. The equation
relating in-plane Young's modulus () and in-plane P-wave velocity
(; ) is,
|
(5) |
Similarly, the equation relating out-of-plane Young's modulus () and
out-of-plane P-wave velocity () is,
|
(6) |
The equation relating in-plane shear modulus () and in-plane shear wave velocity with horizontal polarization (
; ) is,
|
(7) |
where wave propagation is in the i-direction (i=1,2) with horizontal
polarization. The equation relating out-of-plane shear modulus ()
and out-of-plane shear wave velocity (
is,
|
(8) |
where wave propagation is in the 3-direction with
horizontal polarization.
Finally, the equation relating out-of-plane shear modulus () and
in-plane
shear wave velocity with vertical polarization (
; )
is,
|
(9) |
where wave propagation is in the i-direction ()
with vertical polarization.
Next: Elastic-Plastic Constitutive Law
Up: CALIBRATION OF ELASTIC-PLASTIC MATERIAL
Previous: Introduction
Boris Jeremic
2003-11-14