INVARIANT–PLANE STRAINS
recorded over the whole specimen as the gauge length would simply be 0.40 V , which
is obtained
24
by replacing m in equation 11d by V m.
(iv) If the shear strain is allowed to vary, as in normal slip deformation, then the position
of the tensile axis is still given by v = u + βd, with β and v both varying as the
test progresses. Since v is a linear combination of u and βd, it must always lie in
the plane containing both u and d. Hence, the tensile axis rotates in the direction
d within the plane defined by the original tensile axis and the shear direction, as
illustrated in Fig. 11c.
Considering further the deformation of single–crystals, an applied stress σ can be resolved into
a shear stress τ acting on a slip system. The relationship between σ and τ can be shown
23−25
to be τ = σ cos φ cosλ, where φ is the angle between the slip plane normal and the tensile axis,
and λ is the angle between the slip direction and the tensile axis. Glide will first occur in the
particular slip system for which τ exceeds the critical resolved shear stress necessary to initiate
dislocation motion on that system. In austenite, glide is easiest on {1 1 1} < 0 1
1 > and the
γ standard projection (Fig. 12a) can be used
23
to determine the particular slip system which
has the maximum resolved shear stress due to a tensile stress applied along u. For example, if
u falls within the stereographic triangle labelled A2, then (
1 1 1)[0 1 1] can be shown to be the
most highly stressed system. Hence, when τ reaches a critical value (the critical resolved shear
stress), this system alone operates, giving “easy glide” since there is very little work hardening
at this stage of deformation; the dislocations which accomplish the shear can simply glide out
of the crystal and there is no interference with this glide since none of the other slip systems are
active. Of course, the tensile axis is continually rotating towards d and may eventually fall on
the boundary between two adjacent triangles in Fig. 12a. If u falls on the boundary between
triangles A2 and D4, then the slip systems (1 1 1)[0 1 1] and (1 1 1)[1 0 1] are both equally
stressed. This means that both systems can simultaneously operate and duplex slip is said to
occur; the work hardening rate drastically increases as dislocations moving on different planes
interfere with each other in a way which hinders glide and increases the defect density. It
follows that a crystal which is initially orientated for single slip eventually deforms by multiple
slip.
Example 12: The Transition from Easy Glide to Duplex Slip
A single–crystal of austenite is tensile tested at 25
◦
C, the stress being applied along [2 1 3]
direction; the specimen deforms by easy glide on the (
1 1 1)[0 1 1] system. If slip can only
occur on systems of this form, calculate the tensile strain necessary for the onset of duplex
slip. Assume that the ends of the specimen are maintained in alignment throughout the test.
The tensile axis (v) is expected to rotate towards the slip direction, its motion being confined
to the plane containing the initial tensile axis (u) and the slip direction (d). In Fig. 12b, v
will therefore move on the trace of the (1 1 1) plane. Duplex slip is expected to begin when
v reaches the great circle which separates the stereographic triangles A2 and D4 of Fig. 12b,
since the (1 1 1)[1 0 1] slip system will have a resolved shear stress equal to that on the initial
slip system. The tensile axis can be expressed as a function of the shear strain m as in example
11:
[γ; v] = [γ; u] + m[γ; d](p; γ
∗
)[γ; u]
where (p; γ
∗
) =
a
γ
√
3
(1 1 1) and [γ; d] =
1
√
2a
γ
[0 1 1], so that
[γ; v] = [γ; u] +
4m
√
6
[0
1 1] = [2 1 3] +
4m
√
6
[0
1 1]
30