σ1 0 σ2 σ3
In the regime, F takes the form
(2–23) |
and S is defined as
(2–24) |
where cos η is defined by Equation 2–11 and
(2–25) |
(2–26) |
The coefficients a0, a1, a2, b0, b1, b2 are defined by Equation 2–15 and Equation 2–17 while
(2–27) |
If the failure criterion is satisfied, cracking occurs in the plane perpendicular to principal stress σ1.
This domain can also crush. (See Willam and Warnke for details.)