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The final x-x effective strain contours computed are plotted in Fig. 7.
Open image in new window Fig. 5 Von Mises equivalent stress and equivalent plastic strain contours.
Strain contours of the post-extraction stages were compatible with predictions by mechanostat theory.
Full-field strain contours exhibit a decreasing degree of localization with increasing f.
The DIC method was used to determine non-uniform strain contours on the masonry assemblages.
The surface full-field strain contours indicate that the high strain aeras are distributed at the braiding yarns.
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b Equivalent plastic strain contour.
A view of strain contour is shown in Fig. 14.
Figure 8 shows the strain field distribution, vertical strain and shear strain contour.
Open image in new window Fig. 8 Roof vertical strain and shear strain contour.
Thus an appropriate iterative procedure allows strain contour as well as cracking width to be determined.
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