Pergamon
Scripta Metallurgica et Matcrialia,Vol. 31, No. 11, pp. 1587-1592, 1994
Copyright ©1994 ElsevierScience Ltd
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A MODEL OF THE FORMATION OF STRAIN BURSTS
DURING CYCLIC DEFORMATION
MICHAEL ZAISER and PETER HAHNER*
Max-Planck-Institut f(ir Metallforschung, Institut f~r Physik
P. O. Box 800 665, D-70506 Stuttgart, Germany
* Present Address: European Commission, Institute for Advanced Materials,
Joint Research Centre, 1-21020 Ispra (Va), Italy.
(Received May 20, 1994)
(Revised July 14, 1994)
1. Introduction
This paper presents a quantitative model of the formation of slip avalanches ("strain bursts") which are
observed during cyclic deformation of single-glide orientated crystals. By means of a dislocation-dynamical
approach, the scaling relations found by experiment are related to the physical parameters characterizing
the microstructural evolution.
The strain-burst phenomenon, discovered and subjected to detailed experimental studies by Neumann [1-
4], is observed during stress-amplitude controlled cyclic deformation of single-glide-orientatedface-centred
cubic or hexagonal monocrystals. If the applied stress amplitude is slowly increased in the course of such
a test, the crystal may respond by large oscillations of the cyclic strain amplitude. This manifests itself
as a regular sequence of sharp peaks ("strain bursts") during each of which the strain amplitude rises by
a factor of 2 to 100, depending on the experimental conditions. Two prerequisites for the appearance of
this phenomenon have been identified: (i) Deformation has to occur in single glide, i.e., strain bursts are
neither observed in polycrystals nor in monocrystals where several glide systems are active. They can
also be suppressed in single-glide-orientated crystals by prestraining into stage II of the work hardening
curve. (ii) Tile phenomenon is restricted to sufficiently low deformation temperatures and/or high cycle
frequencies. This gives evidence that thermal activation of dislocation motion must be suppressed to some
extent, i.e., a nonvanishing thermal flow stress contribution is required [5].
Within a sequence, the n-th burst may be characterized completely by a small set of parameters. One
may use the external shear stress at the onset of the burst, f~2~, the maximum strain amplitude reached
during the burst, "~("), and the burst width expressed by the stress range Ar,~t, or the number An of
cycles within a burst and the cumulative strain 7~, i.e. the sum of the strain amplitudes during these
cycles. These parameters are interrelated by a set of characteristic scaling relations that are compiled in
Table 1. It is important to note that these scaling relations are highly reproducible over a wide range of
different experimental conditions and perhaps form the most remarkable peculiarity of the strain-burst
phenomenon.
TABLE 1: Scaling relations between the characteristic parameters of the strain bursts
(6rcycl= shear-stress increment per cycle).
Shear-stress difference between successive bursts
Maximum shear-strain amplitude within a burst
Cumulative shear-strain during a burst
.(n=bl) __ .~(n) ~(~l)
text -e.t ~ 'e*t (I)
~,(,0 ~ ,ext-~('q (II)
(") -~(~) (III)
~cum ~ %xt
Burst width (shear-stress interval) Arext ~ t~Tcycl
Burst width (number of cycles) An = const(f~(~),(~Tcycl) (IV)
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