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Figure 7 shows the roof vertical displacement contour and vector.
Open image in new window Fig. 7 Roof vertical displacement contour and vector.
Stress and displacement contour are later constructed and the maximum deflection and stress are determined by performing stress analysis.
Open image in new window Fig. 13 Displacement contour plot for Load Case IA perpendicular thrust load Open image in new window Fig. 14 Displacement contour plot for Load Case IB diagonal thrust load.
When the response falls in the defined range, Figure 4 shows the displacement contour for the screw dislocation.
Figure 7 Displacement contour (Dirichlet boundary condition) by using (a) the Smith's method [1] and (b) the present method.
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The closeness of displacement contours directly over the notch indicates localization.
Figures 1 and 2 show the horizontal and vertical displacement contours in bedrock and the unconsolidated soil layer after extraction.
The dislocation-induced displacement contours are also presented, which could be used as benchmarks for future numerical studies.
The surface out-of-plane displacement contours present a continuous out-of-plane warping behavior distributed periodically along the free edges in an antisymmetric way.
Experimental measurements of full-field displacement contours and isochromatic fringe patterns are used to compare with the theoretical predictions and good agreements of both results are found.
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