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The anode electrode was connected to GB 30 (the lateral side of the thigh, proximal to the crushed zone, "proximal" needle) and the cathode electrode was connected to GB 34 (between the crushed zone and distal end of the sciatic nerve, "distal" needle).
With increasing loading displacement, the re-compaction behaviour of the crushed zone occurs.
Side cracks initiated from the crushed zone or bifurcated from cone cracks are driven by tensile stress associated with the crushed zone to propagate in a curvilinear path and finally intersect with the free surface to form chips.
During the high-pressure air blasting on concrete block, the blasting stress wave initiates primarily radial cracks and the crushed zone, and the quasi-static air pressure results in the extension of existing cracks and the expansion of crushed zone.
The results of the field investigations were discussed and a new equation to calculate the crushed zone radius was derived.
Numerical results indicate that, under blast loading, there are three zones in the rock: a crushed zone nearby the explosive charge, a damaged zone and an elastic zone.
Similar(47)
FGF filled beams are credited with primarily outward fold which leads to expanded crushing zone.
The work put in evidence the advantages of crushing zone modelling compared to a stacked shell one.
Lengths in the plastic hinge region involving rebar yielding zone, concrete crushing zone and curvature localization zone are studied systematically, under different parameters.
It is found that both the lengths of the rebar yielding zone and the curvature localization zone increase first and then decrease as confinement increases, while the length of concrete crushing zone keeps decreasing with the increase in confinement.
Similar to the experimental phenomena of rock fracture with a conical pick, the rock crushing zone, microscopic radial cracks, macroscopic dominating crack, and main chip were produced successfully with the numerical model.
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