A comparative discrete-dislocation/nonlocal crystal-plasticity
A comparative discrete-dislocation/nonlocal crystal-plasticity
A comparative discrete-dislocation/nonlocal crystal-plasticity
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typeset2:/sco3/jobs1/ELSEVIER/msa/week.17/Pmsa15088y.001 Wed May 16 07:53:37 2001 Page Wed<br />
12<br />
D. Columbus, M. Grujicic / Materials Science and Engineering A000 (2001) 000–000<br />
The results shown in Fig. 6a indicate that plastic<br />
deformation is localized into two deformation bands,<br />
emanating from the region surrounding the crack tip.<br />
The deformation band associated with the =60° slip<br />
system is more developed and contains the region of<br />
highest equivalent plastic strain. This finding is consis-<br />
tent with the <strong>dislocation</strong> structure at a comparable<br />
K I/K I0 level, Fig. 3a.<br />
The contour plot of the 22 stress shown in Fig. 6b<br />
indicates that the stress field around the crack tip is<br />
partitioned into three regions, each characterized by a<br />
different level of average stress. The region ahead of the<br />
Fig. 5. (a) The <strong>dislocation</strong> structure; (b) the 22 stress contour plot and (c) the deformed finite element mesh for the <strong>discrete</strong> <strong>dislocation</strong> analysis<br />
at the normalized stress intensity factor K I/K I0=2.10 (arrows indicate position of crack tip).<br />
Table 2<br />
Material parameters used in the <strong>nonlocal</strong> <strong>crystal</strong>-<strong>plasticity</strong> analyses (Model-I and Model-II)<br />
Parameter<br />
Symbol Units Magnitude (Model-I) Magnitude (Model-II) Equation where used<br />
s 0.001<br />
0.010<br />
−1 Reference plastic shearing rate<br />
0<br />
Eq. (20)<br />
Material rate sensitivity parameter m N/A 0.01 0.01 Eq. (20)<br />
Initial local slip resistance sS,0 MPa 11.0<br />
11.0<br />
Eq. (23)<br />
Latent hardening parameter<br />
ql N/A 1.4 1.4<br />
Eq. (25)<br />
Initial local hardening rate h MPa 380<br />
100<br />
0<br />
Eq. (26)<br />
Local saturation slip resistance s MPa<br />
1 160 160 Eq. (26)<br />
Local hardening exponent r N/A 1.2<br />
1.2<br />
Eq. (27)<br />
Ashby’s constant c N/A 0.3 0.3 Eq. (28)<br />
Interaction coefficient a11=a 22 N/A 0.45<br />
0.20<br />
Eq. (29)<br />
Interaction coefficient<br />
a12=a 21 N/A 0.45 0.20 Eq. (29)<br />
UNCORRECTED PROOF