While repeatedly reversed loading commonly leads to localisation of dislocation glide, creating linear extrusions and intrusions on a free surface, similar features can arise even if there is no load reversal. These arise from dislocations gliding on a particular slip plane, in a particular slip direction (within a single grain), under an external load. Steps can be created on the free surface as a consequence of the tendency for dislocations to follow one another along a glide path, of which there may be several in parallel with each other in the grain concerned. Prior passage of dislocations apparently makes glide easier for subsequent ones, and the effect may also be associated with dislocation sources, such as a
Frank-Read source, acting in particular planes. observed
in situ in three-point bending at applied crosshead displacements of (a) 1.2 mm and (b) 1.5 mm. Selected regions (2 and 4) are shown with higher magnification in (c) and (d). The apparent slip band height is marked as '
h.' Ferrite (\alpha) and austenite (\gamma) phases are labelled. (taken with different magnifications) of the region around an indent created in a copper sample with a spherical indenter. The parallel lines within individual grains are each the result of several hundred dislocations of the same type reaching the free surface, creating steps with a height of the order of a few microns. If a single slip system was operational within a grain, then there is just one set of lines, but it is common for more than one system to be activated within a grain (particularly when the strain is relatively high), leading to two or more sets of parallel lines. Other features indicative of the details of how the plastic deformation took place, such as a region of cooperative shear caused by
deformation twinning, can also sometimes be seen on such surfaces. In the optical micrograph shown, there is also evidence of grain rotations – for example, at the "rim" of the indent and in the form of depressions at
grain boundaries. Such images can thus be very informative.
Nature of the non-cyclic slip band local field calculation when using the virtual extension method. 𝑡 describes the line vector drawn here as for an edge dislocation, i.e., 𝑏⊥𝑡, and 𝑛 is the slip band plane normal. An understanding of this is needed to support the study of yield and inter/intra-granular fracture. The concentrated shear of
slip bands can also nucleate cracks in the plane of the
slip band, To properly characterise slip bands and validate mechanistic models for their interactions with microstructure, it is crucial to quantify the local
deformation fields associated with their propagation. However, little attention has been given to
slip bands within grains (i.e., in the absence of
grain boundary interaction). The long-range stress field (i.e., the elastic strain field) around the tip of a stress concentrator, such as a
slip band, can be considered a singularity equivalent to that of a crack. This singularity can be quantified using a path independent integral since it satisfies the conservation laws of elasticity. The conservation laws of elasticity related to translational, rotational, and scaling symmetries were derived initially by Knowles and Sternberg from the
Noether's theorem. Budiansky and
Rice introduced the J-, M-, L-
integral and were the first to give them a physical interpretation as the
strain energy-release rates for mechanisms such as cavity propagation, simultaneous uniform expansion, and defect rotation, respectively. When evaluated over a surface that encloses a defect, these conservation integrals represent a configurational force on the defect. That work paved the way for the field of
Configurational mechanics of materials, with the path-independent
J-integral now widely used to analyse the configurational forces in problems as diverse as dislocation dynamics, misfitting
inclusions, propagation of
cracks, shear deformation of clays, and co-planar dislocation nucleation from shear loaded cracks. The integrals have been applied to linear elastic and elastic-plastic materials and have been coupled with processes such as thermal and electrochemical loading, and internal tractions. Recently, experimental fracture mechanics studies have used full-field in situ measurements of displacements and elastic strains (or the elastic energy-momentum tensor ) on a dislocation in the arbitrary 𝑥1, 𝑥2, 𝑥3 coordinate system, decompose the Burgers vector (𝑏) to orthogonal components. This leads to the generalised definition of the
J-integral in equations below. For a dislocation pile-up, the
J-integral is the summation of the Peach–
Koehler configurational force of the dislocations in the pile-up (including out-of-plane, 𝑏3). 𝐽𝑘 = ∫ 𝑃𝑘𝑗 𝑛𝑗 𝑑𝑆 = ∫(𝑊𝑠 𝑛𝑘− 𝑇𝑖 𝑢𝑖,𝑘) 𝑑𝑆 𝐽𝑘𝑥 = 𝑅𝑘𝑗 𝐽𝑗, 𝑖,𝑗,𝑘=1,2,3 where 𝑆 is an arbitrary contour around the
dislocation pile-up with unit outward normal 𝑛𝑖, 𝑊𝑠 is the strain energy density, 𝑇𝑖 = 𝜎𝑖𝑗 𝑛𝑗 is the traction on 𝑑𝑆, 𝑢𝑖 are the displacement vector components, 𝐽𝑘𝑥 is 𝐽-integral evaluated along the 𝑥𝑘 direction, and 𝑅𝑘𝑗 is a second-order mapping tensor that maps 𝐽𝑘 into 𝑥𝑘 direction. This vectorial 𝐽𝑘-integral leads to numerical difficulties in the analysis since 𝐽2 and, for a three-dimensional slip band or inclined crack, the 𝐽3 terms cannot be neglected. == See also ==