eFunda: Crack Tip Opening Displacement (CTOD)
engineering fundamentals Crack Tip Opening Displacement (CTOD)
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Definition of Crack Tip Opening Displacement

There are two common definitions of the crack tip opening displacement (CTOD):

1. The opening displacement of the original crack tip.

2. The displacement at the intersection of a 90° vertex with the crack flanks.

These two definitions are equivalent if the crack blunts in a semicircle.

CTOD in Specimen

The crack tip opening displacement (CTOD) of a crack at the edge of a three-point bending specimen is shown below:

where CTODm is the measured crack tip opening displacement, usually near the edge of the specimen for ease of access, CTOD is the real crack tip opening displacement, a is the length of the crack, and b is the width of the rest of the specimen. Please note that the figure is for illustration purpose only and not to scale. From simple geometry of two similar triangles:

where rho is a dimensionless rotational factor used to locate the center of the hinge.

For simplicity, let's assume that the center of the hinge locates at the center of b, i.e., rho ~ 1/2. The CTOD then becomes

The above hinge model may not be accurate when the displacement is mostly elastic. A more accurate approach is to separate the CTOD into an elastic part and a plastic part:

where S ys is the small scale yielding stress and m is a dimensionless constant that depends on the material properties and the stress states.

Relationship between J and CTOD

Consider a linear elastic body containing a crack, the J integral and the crack tip opening displacement (CTOD) have the following relationship

J vs. CTOD in LEFM

where S ys and m are defined in the previous section. For plane stress and nonhardening materials, m = 1. Hence, for a through crack in an infinite plate subjected to a remote tensile stress sigma (Mode I), the crack tip opening displacement is

Shih, C. F., 1981, took a step further and showed that a unique relationship exists between J and CTOD beyond the validity limits of LEFM. He introduced the 90° intercept definition of CTOD, as illustrated below.

The displacement field is

The CTOD is evaluated from ux and uy at r = r* and theta = pi:

Since

The CTOD becomes

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